comparison of 3-d geological and geophysical investigation
TRANSCRIPT
FI9700071
POSIVA-97-03
Comparison of 3-D geological andgeophysical investigation methodsin boreholes KI-KR1 at Aanekoski
Kivetty site and RO-KR3at Kuhmo Romuvaara site
Katriina LabbasHelsinki University of TechnoIogy
January 1 997
VOL 2 8 N? 1 6POSIVA OY
A n n a n k a t u 4 2 D, F I N - O O 1 O O H E L S I N K I . F I N L A N D
P h o n e ( 0 9 ) 2 2 8 O 3 0 ( n a t ) . ( + 3 5 8 - 9 - ) 2 2 8 O 3 0 ( i n t . )
F a x ( O 9 ) 2 2 8 0 3 7 1 9 ( n a t j , ( + 3 5 8 - 9 - ) 2 2 8 0 3 7 1 9 ( i n t . )
ISBN 951 -652-028-6ISSN 1239-3096
T h e c o n c l u s i o n s a n d v i e w p o i n t s p r e s e n t e d i n t h e r e p o r t a r e
t h o s e o f a u t h o r ( s ) a n d d o n o t n e c e s s a r i l y c o i n c i d e
w i t h t h o s e o f P o s i v a
ti - POSiVa report Raportintunnus- Report codePOSIVA-97-03
Annankatu 42 D, FIN-00100 HELSINKI, FINLAND Julkaisuaika - DatePun. (09) 2280 30 - Int. Tel. +358 9 2280 30 January 1997
Tekija(t) - Author(s)
Katriina LabbasHelsinki University of TechnologyMaterial Science and Rock Engineering
Toimeksiantaja(t) - Commissioned by
Posiva Oy
Nimeke - Title
COMPARISON OF 3-D GEOLOGICAL AND GEOPHYSICAL INVESTIGATION METHODSIN BOREHOLES KI-KR1 AT AANEKOSKI KIVETTY SITE AND RO-KR3 AT KUHMOROMUVAARA SITE
Tiivistelma - Abstract
The aim of the study is to compare three-dimensional geological and geophysical methods whichprovide information on fractures. Core analysis, borehole television, dipmeter, borehole televiewerand differential flow measurements are the methods described and compared in this master's thesis.The material for the study is from the measurements with these methods performed in the boreholeKI-KR1 at the Kivetty site and in the borehole RO-KR3 at the Romuvaara site in Finland. Fractureswere correlated using the information of location of the fracture, fracture type and fracture angle,direction of dip and dip of fracture detected by each method, aperture of borehole-TV fractures,colour borehole-TV paper image plots and core photographs. Also dipmeter and televiewer logswere utilized. Differential flow measurements were compared with core fractures and borehole-TVfractures. After the comparison study there was a possibility to study some sections of cores.
The length correction is a very important issue in this study. With poor or nonexistent lengthcorrection it is impossible to obtain reliable results of correlation. The length correction of borehole-TV measurements was the best whereas no length correction could be done with televiewermeasurements in the borehole RO-KR3.
In KI-KR1 the dipmeter method detected more core fractures than borehole-TV and televiewermethods, in RO-KR3 borehole-TV was the best method. It detected mostly open and filled corefractures in KI-KR1, in RO-KR3 the proportion of filled fractures detected was considerable.Dipmeter method mostly detected open fractures. However, dipmeter detected more filled fracturesthan open ones in RO-KR3. There was no considerable difference in detecting fractures of differenttypes with televiewer method. No clear linear relationship was noticed between the proportions ofdifferent types of core fractures detected and the fracture frequencies in different rocks. Theorientation was similar between oriented core fractures and borehole-TV fractures and betweendipmeter fractures and borehole-TV fractures. Hydraulic conductivities mainly correlated with openand filled fractures. Borehole-TV fractures supplemented and verified the correlation. This studygives the impression that the use of core analysis and borehole-TV measurements together providesthe best image of the bedrock in the borehole. Borehole-TV is a very useful method, especiallywhen studying the core loss sections.
Avainsanat - Keywordsfracturing, core analysis, borehole television, dipmeter, televiewer, differential flow measurements
ISBN
ISBN 951-652-028-6ISSN
ISSN 1239-3096
SivumSara - Number of pages158
Kieli - LanguageEnglish
Posiva-raportti - Posiva report Raport.«««-Repot«*POSIVA-97-03
Posiva OyAnnankatu 42 D, FIN-00100 HELSINKI, FINLAND Julka.suaika - DatePuh. (09) 2280 30 - Int. Tel. +358 9 2280 30 Tammikuu 1997
Tekijä(t) - Author(s)
Katriina LabbasTeknillinen korkeakouluMateriaali- ja kalliotekniikka
Toimeksiantaja(t) - Commissioned by
Posiva Oy
Nimeke - Title
KOLMIULOTTEISTEN GEOLOGISTEN JA GEOFYSIKAALISTEN TUTKIMUSMENETEL-MIEN VERTAILU ÄÄNEKOSKEN KIVETYN KAIRANREIÄSSÄ KI-KR1 JA KUHMONROMUVAARAN KAIRANREIÄSSÄ RO-KR3
Tiivistelmä - Abstract
Tämän diplomityön tarkoituksena on vertailla kolmiulotteisia geologisia ja geofysikaalisia mene-telmiä, jotka antavat tietoa raoista. Kiteisessä kivessä raot määrittävät pääasiallisesti hydrogeologisetja kiven mekaaniset ominaisuudet. Kairasydännäytteiden analyysit, reikä-TV, dipmeter, televiewerja eromittausmenetelmä övat menetelmät, jotka kuvataan ja joita vertaillaan tässä työssä. Mittaus-tulokset övat peräisin kairanrei'istä KI-KR1 Konginkankaan Kivetystä ja RO-KR3 KuhmonRomuvaarasta. Rakoja vertailtiin käyttämällä seuraavia tietoja: raon syvyys, raon laatu, rakokulma,raon kaateen suunta ja kaade, reikä-TV -rakojen avonaisuus, värilliset reikä-TV -kuvat mittakaa-voissa 1:10 ja 1:25 ja valokuvat kairanäytteistä lähellä mittakaavaa 1:10. Myös dipmeter-ja tele-viewer-tuloskäyriä käytettiin hyväksi vertailussa. Eromittausmenetelmällä saatuja tuloksia verrattiinkairanäyterakoihin sekä reikä-TV -rakoihin.
Syvyyskorjaus on erittäin tärkeä tekijä tässä työssä. Jos syvyyskorjaus on huono tai sitä ei olelainkaan, on mahdotonta saada luotettavia tuloksia korrelaatiosta. Reikä-TV -mittausten syvyys-korjaus onnistui parhaiten, kun tåas televiewer-mittauksille kairanreiässä RO-KR3 ei pystytty teke-mään lainkaan syvyyskorjausta.
Kairanreiässä KI-KR1 dipmeter-menetelmä havaitsi enemmän kairanäyterakoja kuin reikä-TV jateleviewer. Kairanreiässä RO-KR3 reikä-TV oli paras kairanäyterakojen havaitsemisessa. Selväälineaarista korrelaatiota ei todettu erilaatuisten rakojen havaitsemisen ja rakotiheyden välillä eri kivi-lajeissa. Suunnattujen kairanäyterakojen ja reikä-TV -rakojen sekä dipmeter- ja reikä-TV -rakojenvälinen suuntaus oli samankaltainen. Hydrauliset johtavuudet korreloivat pääasiassa avoimien jatäytteisten rakojen kanssa. Reikä-TV -raot vahvistivat korrelaatiota ja täydensivät mahdollisten vettä-johtavien rakojen listaa. Tämän tutkimuksen perusteella kallioperästä saadaan paras kuvaus käyttä-mällä yhdessä kairanäyteanalyysiä ja reikä-TV -menetelmää. Varsinkin tutkittaessa näytehukka-jaksoja reikä-TV on erittäin käyttökelpoinen menetelmä.
Avainsanat - Keywords
rakoilu, kairasydännäyte, reikä-TV, dipmeter, televiewer, eromittausmenetelmäISBN
ISBN 951-652-028-6ISSN
ISSN 1239-3096Sivumäarä - Number of pages
158Kieli - Language
England
TABLE OF CONTENTS
Abstract
Tiivistelma
Foreword 1
Preface 2
1 Introduction 4
2 Investigation methods 5
2.1 Core analysis 5
2.2 Borehole television 8
2.2.1 Principles of the borehole-TV method and 9
the equipment used
2.3 Dipmeter 11
2.3.1 Principles of the dipmeter method 12
2.3.2 Equipment used 15
2.3.3 Dipmeter processing 16
2.4 Televiewer 18
2.4.1 Principles of the borehole televiewer method 18
2.4.2 Equipment used 19
2.4.3 Televiewer processing 20
2.5 Differential flow measurements 21
2.5.1 Principles of differential flow measurements 22
and the equipment used
3 The Kivetty and the Romuvaara area 24
3.1 Location and topography 24
3.2 The rock types and fracturing of the investigation site 25
3.2.1 Kivetty 25
3.2.2 Romuvaara 28
4 Results 30
4.1 Core analysis 30
4.1.1 KI-KR1 31
4.1.2 RO-KR3 33
4.2 Borehole television 35
4.2.1 KI-KR1 36
4.2.2 R0-KR3 37
4.3 Dipmeter 38
4.3.1 KI-KR1 40
4.3.2 RO-KR3 41
4.4 Televiewer 41
4.4.1 KI-KR1 42
4.4.2 RO-KR3 42
4.5 Differential flow measurements 42
4.5.1 KI-KR1 43
4.5.2 RO-KR3 43
5 Results of core analysis and borehole-TV compared 44
with other results
5.1 General 44
5.2 Number of fractures detected 47
5.2.1 KI-KR1 47
5.2.2 RO-KR3 51
5.3 Correlation of fractures orientations 57
5.3.1 KI-KR1 57
5.3.2 RO-KR3 61
5.4 Core and borehole-TV fractures vs. 64
differential flow measurements
5.4.1 KI-KR1 65
5.4.2 RO-KR3 65
6 Summary 67
Supplement 71
References 74
Appendices 78
Foreword
This study was carried out as a master's thesis for the Laboratory of Engineering
Geology and Geophysics, Helsinki University of Technology. The study was done in the
facility of Fintact Ltd. I would like to thank both the Laboratory of Engineering Geology
and Geophysics and Posiva Ltd. for making this study financially possible.
I wish to thank my supervisor, Professor Heikki Niini, for his support and
encouragement throughout the work.
My sincere gratitudes go to my instructors, Pekka Anttila at IVO International Ltd. and
Pauli Saksa, managing director of Fintact Ltd., for their guidance and valuable
comments.
I am indebted to Mr Allan Strahle, geologist of Geosigma Ltd., Mr Eero Heikkinen at
Fintact Ltd. and Mrs Pirjo Hella at Fintact Ltd. for their instructions and co-operation.
Associate Professor Markku Peltoniemi I want to thank for his support. I also wish to
thank the rest of the personnel of Fintact Ltd. and the Laboratory of Engineering
Geology and Geophysics for their co-operation.
Helsinki, October 1996.
Katriina Labbas
PREFACE
Characterisation of the fracturing in three dimensions (3-D) is a demandingtask in nuclear waste disposal site studies. Boreholes and associated datacollection are a principal source of that fracturing information.
Posiva Oy, as a joint venture of Teollisuuden Voima Oy and Imatran Voima Oy,is carrying out site investigations at Kivetty, Olkiluoto and Romuvaara sites inFinland. One identified task in the detailed site investigation programme hasbeen the 3-D mapping of borehole fractures. Goal of the studies is to be able todescribe the fracture orientations and characteristics deep in the bedrock bothfor the average rock matrix and for the observed fracture and crushed zones.
During 1993 - 96 Posiva has utilised several logging methods in slim boreholesto collect the data needed. Oriented drill core has been the basic materialavailable which also serves as a basis for comparison with other methods.Geophysical dipmeter and televiewer tools were also run in selected boreholes.In Sweden SKB has concurrently acquired and tested a borehole-TV system forgeological borehole mapping. Thus, a project between Posiva and SKB wasinitiated to test borehole-TV in certain boreholes in Finland and to compare andevaluate the data between different logging methods. The aim was to find atechnique to map all fractures in 3-D and possibly differentiate between open,hydraulically active and other fractures, and to clarify what type of fractures themethods can see.
The project was divided into different sub-tasks 1 - 4 as follows:
Subtask 1) Borehole-TV loggingFour boreholes, namely KRl and KR3 at Kivetty and KR2 and KR3 at Romu-vaara, were measured in June 1995.
Subtask 2) Preliminary processingThe basic processing covered preparation of a field report and printouts of theTV-logs with corrected depth scales. All the four boreholes logged were proc-essed. Careful depth adjustment in respect to the core depth values was realisedfirst. The depth calibration points were provided by Posiva's representatives.The work was conducted by Allan Strahle, Geosigma Ab in Sweden and pub-lished as a site characterisation project (PATU) work report 95-34e by Posiva.
Subtask 3) Analysis of TV-results with drill coreBoreholes KI-KRl and R0-KR3 were selected to this task. KI-KR1 is 1015 m inlength and located in homogeneous porphyritic granodiorite and graniteformation with mylonitic and even-grained granodiorite seams. RO-KR3 is 477m in length and represents intensively metamorphosed, banded tonalitic gneiss
formation with intersecting mafic metadiabase and amphibolite sections. Bothhave chemically dilute groundwater conditions.
During the analysis phase depth values were rechecked again and as many aspossible fractures, lithological veins and contacts were oriented from the TV-data and classified according to depth, type, infilling, apparent aperture etc.Preliminary comparisons with known fracture zones in the boreholes and withthe geological logs derived from the core was made. In addition, a brief tentativeintegrated analysis between core, geophysical logs and TV log was done. Themajority of TV logs were plotted in scale 1:25 and some densely fracturedsections in detailed scale 1:10. The work was conducted by Allan Strahle, atGeosigma Ab in Sweden during Autumn 1995 and supported by co-analyzinggeologist Pekka Anttila from IVOIN Ltd., Finland. The results have beenpublished from Romuvaara as Posiva's PATU Work Report 95-90e and fromKivetty as PATU Work Report 95-91e.
Subtask 4) Evaluation between different 3-D geological and geophysicalborehole mapping methods (this report)This part was accomplished by Katriina Labbas as a Master of Science Thesisbetween late 1995 and Autumn 1996 period. In practise the work was commis-sioned from Posiva to Helsinki University of Technology, Laboratory of Engineer-ing Geology and Applied Geophysics. As presented in this report later, itcomprises the comparison of fracture mapping capabilities between geophysicaldipmeter, televiewer, borehole-TV and core log data from boreholes KI-KRl andRO-KR3. The outcome is the estimates of resolving power method by methodand largely the table combining fracture depths and orientations achieved bymultimethod technique.
During subtask 4 Allan Strahle was participating as a SKB's representative tothe study. As a finalising step a two day seminar on "Geological 3-D boreholeimaging methods, surveys and achieved evaluation results" was held in Helsinki20 - 21.8.1996. A group of SKB's and Posiva's representatives and consultantswere involved. During the second meeting day a visit to Geological Survey ofFinland, Central Core Storage Facility at Loppi community was arranged. Therestudy of the cores used in the evaluation work, study of core sections of specificinterest and discussions took place.
Throughout the study Timo Aikas and Heikki Hinkkanen were supervising theproject from Posiva's side and Erik Thurner and Karl-Erik Almen from SKB'sside. Antti Ohberg from Saanio & Riekkola Consulting Engineers was arrangingthe field work part in Finland. I am pleased to take opportunity to thank all whoparticipated to the project of their constructive efforts and comments as well asenjoyable team work as a whole.
Pauli Saksa, Fintact Ltd., Finland
1 Introduction
This study is connected with site characterization aiming at the selection of a site for the
final disposal of spent nuclear fuel in Finland. Romuvaara at Kuhmo, Kivetty at
Aanekoski and Olkiluoto at Eurajoki are the three sites selected in 1992 for site
characterization. The aim of this study is to compare methods which provide
information of fracturing. Fracture investigation is important for groundwater flow and
rock mechanical assessments.
Core analysis, borehole television (BIP 1500-system), three-arm dipmeter, borehole
televiewer and differential flow measurements are the 3-D geological and geophysical
methods described and compared in this master's thesis. Core analysis, borehole-TV,
dipmeter and televiewer provide information of fractures at certain depth and with
certain orientation. With differential flow measurements it is possible to measure flow
into or out from the borehole and determine hydraulic conductivities and hydraulic
heads in fractures or fracture zones. The material for the study is from the measurements
with these methods performed in the borehole KI-KRl at the Kivetty site and in the
borehole R0-KR3 at the Romuvaara site in Finland. These boreholes are selected
because they represent different types of rock, KI-KR1 granitoids with mylonitic
sections and R0-KR3 migmatitic gneisses with mafic dykes and inclusions, and because
the measurements performed with the methods mentioned are available.
In Finland, the borehole-TV measurements and borehole televiewer measurements have
been performed for the first time at the Romuvaara and the Kivetty site. Logging with
the borehole-TV BIP 1500-system has been also made in two boreholes in Sweden.
Development of routines for logging and analysis is presently (1995-1996) going on III.
The dipmeter measurements are performed in Finland earlier at the Loviisa nuclear
power plant site 111. The differential flow measurement method is developed in Finland
131 and applied in the Kivetty, the Romuvaara and the Olkiluoto site.
2 Investigation methods
The fractures in crystalline bedrock and their properties are studied for hydrogeological
and engineering purposes. The main objective of the work is to examine the correlation
and fitting between the results of the methods mentioned. The fracture data of cores and
the fractures detected by borehole-TV, dipmeter and televiewer methods were compared
with the information of location of the fracture, fracture type and fracture angle (gon),
dip and direction of dip of fracture detected by each method, aperture of TV-fracture,
colour TV-image plots (scales 1:25, 1:10) and core photographs in a scale of ca. 1:10.
Before the comparison the detailed length correction was made for dipmeter and
televiewer measurements. There was an opportunity for me to check some sections of
cores at the core storage facility. Because the new technically improved borehole-TV
BIP 1500-system is the most interesting method in this study, separate comparisons
were made between borehole-TV and dipmeter and televiewer methods. The hydraulic
conductivity measured by differential flow measurements and the potentially-water-
conducting fractures (open and filled) of the core and borehole-TV fractures were
compared.
2.1 Core analysis
Core samples are the main source of information of the geological conditions in the
bedrock. They give information for example of rock type, rock minerals and their grain-
size, rock weathering and megascopic fracturing. Fracture depth is measured as a
fracture intersection with the axial center line of the core. Fracture angle is also
measured, in this study fracture angle has been measured as gons (100 gon = 90°) and in
respect to cross-direction (0 gon) of the core.
Fracture frequency can be measured from the core sample. According to the Finnish
engineering-geological rock classification /4/, it is determined from the core sample by
counting the number of fractures per core metre. Breaks of the core are excluded when
defining the fracture frecquency. When the fracture frequency is <1, 1-3, 3-10 or >10
pcs/m, the bedrock is poorly, sparsely, abundantly or densely fractured, respectively.
Fractures of the core sample can be determined as open, filled or tight according to the
Finnish engineering-geological rock classification /4/. The surfaces of an open fracture
do not touch each other and there is no filling between them. Open fractures occur
especially in the upper parts of the bedrock and are usually water conducting ones. The
minerals of fracture surfaces are often altered and rust can also occur on the surfaces.
The fracture infilling consists of soft and/or loose mineral ingredients, e.g., clay
minerals (clayey fracture), carbonates and chlorite. The water conductivity of filled
fractures depends on the filling quality and the filling quantity. The surfaces of the
slickenside are covered by the smooth mineral layer often composed of chlorite. The
filling of the grainy fracture consists of coarse mineral ingredients. The water
conductivity of grainy fractures is moderately good.
The surfaces of a tight fracture touch each other. They are dimmed in the core sample,
but there is neither filling nor weathering. The water does not flow in tight fractures or
the mobility of the water is insignificant.
The dips of fractures and directions of dips can be determined from oriented core. The
dip is defined in terms of two components: the angle from the horizontal (dip) and the
direction with respect to north in the horizontal plane (direction of dip). The orientations
of core fractures has been detected at even intervals of 5 gon (= 4.5°). To orient the core,
a wireline marking method and the marking peak fastened in the top of drilling bar have
been used in this study. In the wireline method the marking peak is lowered into the
borehole with the wire. Usually the quantity of oriented core is quite small, which is
caused by many reasons. An oriented core is usually obtained from most intact bedrock,
because orienting of the core does not usually succeed in a densely fractured bedrock.
When the bottom of the borehole is sloping or it is crushed during marking or drilling,
the marking is not reliable. Sometimes there is dropped rock material in the bottom of
the borehole and the mark has become invisible. If stroke energy has not been sufficient
when marking with drilling equipment, the mark in the end of the core sample has
become indistinct or invisible. Sometimes the core sample has been rotated or crushed
during marking 151.
Photographs has been taken from core samples. In Figure 1 there is a photograph of a
section of R0-KR3 in a scale of ca. 1:10.
m 11 m 11 m i • m 11 m i •
Figure 1. Photograph (scale ca. 1:10) of the core sample of RO-KR3 151.
A Schmidt equal area projection plotted on the lower hemisphere can be used to
establish fracture orientation in the subsurface. Fracture densities in different directions
can be analyzed. The plane (fracture) is projected and plotted on the lower hemisphere
as a point. The point is determined by the intersection of the normal of the plane and the
lower hemisphere, Figure 2. The point P' represents the fracture dipping N-E with a dip
of 60°. The point P is the intersection of the normal vector of the plane and the lower
hemisphere.
Figure 2. Schmidt equal area projection plotted on the lower hemisphere.
If there is a concentration of fractures in certain orientation, there will be a
corresponding concentration of points on the projection plane. From the point diagram a
contour diagram may be derived. The construction and the use of the Schmidt equal area
projection and contour diagram are presented in futher detail for example in Reference
161.
2.2 Borehole television
A borehole television has been developed to obtain detailed lithological and fracture
data from boreholes, for example location, orientation, infilling-width and aperture
information. This method complements direct measurement of fractures in rock cores,
and provide essential information in those instances where the core recovery is poor or
nonexistent as a result of highly fractured conditions. Older borehole-TV systems,
which differ greatly from the one used in this study, have been used, e.g., to map
borehole conditions in sedimentary rock environments and in plutonic rock
environments at various research areas on the Canadian Shield for the Canadian Nuclear
Fuel Waste Management Program (CNFWMP) 111. They have also had special
application in the detection and measurement of hydro fractures in boreholes 111.
Logging with the new borehole-TV system, technically improved BIP 1500, has been
conducted in two boreholes in Sweden and in boreholes KI-KR1 and KI-KR3 at the
Kivetty site and in boreholes RO-KR2 and RO-KR3 at the Romuvaara site. Boreholes
KI-KR1 and RO-KR3 were chosen for further evaluations. Development of routines for
logging and analysis is presently going on (1995-1996) III. There are no other
investigation reports on measurements and geological analysis with the BIP 1500 system
available except the reports on the boreholes KI-KR1 and RO-KR3 of this study.
Because the older borehole-TV systems differ.so much from the system used in this
study, any correlation with the results obtained by older systems cannot be meaningful.
2.2.1 Principles of the borehole-TV method and the equipment used
Swedish Nuclear Fuel and Waste Management Co. (SKB) has recently (1994) purchased
and technically improved a borehole-TV system, BIP 1500, from RaaX Co, Japan. This
TV system operates in boreholes to 1500 m depth and in boreholes with diameter > 56
mm. It presents 360 degrees colour images of the borehole wall in different formats and
scales. This borehole-TV system also enables determination of other geological
structures than fractures - veins, contacts, foliation and alteration. Lithology is also
recognizable, especially when the observer is familiar with the rocks of the area III.
The logging with the BIP 1500 system is performed with a camera probe and a battery
probe attached to a fibre cable 2000 m long on an electrically controlled winch. The
probe is slowly lowered into the borehole. The camera in the camera probe is facing a
conical mirror that reflects the borehole wall into the camera, see Figure 3/1/.
Within the ring shaped picture, created by the conical mirror, there is a thin circle of 360
pixels. It indicates the data grabbed by the system as the probe moves downwards. The
camera video signal is then transferred to the dual monitor unit and to image processing
and recording unit on the ground surface. One of the monitors of the dual monitor unit
shows an unprocessed ring - shaped picture, where is an electronic needle in the centre.
That needle is used to chase a gravitationall ball, via a tuning device. Then a processed
pixel image is created. This image shows the borehole walls rolled out and is continuous
along the borehole. It is also created together with a borehole length scale /I/.
The image data are collected on magneticoptical discs and each disc covers 100 m of the
borehole length. As a back up, the unprocessed image data are recorded on a NTSC
video tape, also covering 100 m. The logging is made in 100 m sections. The velocity of
about 1.5 m/min was used in this study. The length resolution is with that speed about 1
mm and the cross resolution one pixel/degree (in spite of logging speed) and in this
case, 56 mm, it is about 0.5 mm. The velocity used is the fastest and gives the lowest
length resolution. With half, or a quarter of the speed the length resolution can increase
to 0.5 and 0.25 mm/I/.
Side-viewingcameraprobe
Figure 3. Sideviewing camera probe of the borehole-TV system BIP 1500 /i /
The length correction of the image file is done by using true length data from another
method, normally core logging. The calibration points are selected from fractures or
veins easily recognized in both the BIP file and core log. A correction line is constructed
using the point data from core and BIP. The line has slightly different inclination for
each 100 m section, due to different correction for the individual files /I/.
Image plots can be produced in a number of different scales. As standard format an
overview of 360° out folded borehole wall images in 1:25 scale is chosen. This can
produce an A4 portrait page with 10 m, two lengths of 5 m. with interpreted orientation
data. In some parts of the overview image plots there are many detected features in a
small section of the borehole. For readability these sections are also plotted in the scale
1:10, which gives an image with two lengths of 2 m on each A4 page. In Appendix 5 ,'8/
there is a section of the borehole RO-K.R3 in the scale 1:10. Along the left side of the
borehole image there is a length scale. The corrected length values (red) have been
printed just beneath the corresponding recorded raw length values (black) from the TV
JO
logging. Orientation (strike/dip) and aperture/width of the detected feature have been
listed along the right side of the image. The direction of dip value is the strike plus 90°
added. In Appendix 5 almost every detected feature is a fracture /8/.
The "blind test" was performed without any other data than TV images, borehole
direction and borehole diameter. The borehole is scanned from top to bottom and each
fracture, fracture zone, vein, contact and foliation is measured and recorded. The
orientation-of fractures is calculated from the position of small crosses (more than 5),
put on the trace of the fracture by using the pointing device (mouse) of the computer.
The apparent aperture of fractures and veins can be measured. The fracture zones are
sections where are fractures not measured. They are not dealed with in this study. Sort,
form, condition and remark are the groups of characteristics that are used by the BIP
system. Sort refers to the type object that is characterized, form is the physical form of
the object, condition is the type of state the object is in and remark normally tells the
mineral or rock type in question III.
2.3 Dipmeter
The dipmeter is one of the geophysical electrical logging methods. The method is based
on the natural differences of the electrical conductivity (opposite to the resistivity) in the
bedrock and in the fracture/layer structures. Due to the higher electrical conductivity the
water-conducting fractures are well presented as resistivity low anomalies. The
approximate electrical conductivity of the water (non-saline) in the bedrock and the
granitic bedrock is 10-2-10-1 S/m and 6.0-20.010-5 S/m, respectively 191. The resistivity
dipmeter tool typically uses three or four horizontal, equally-spaced, microresistivity
pad measurement profiles to determine formation (fractures or the layer structures in
sedimentary bedrock) dip magnitude and direction 12, 10/. Because of the small
resistivity electrodes, a high resolution along the borehole wall is achieved. The
dipmeter tool can be used without recording the microresistivity measurements to obtain
just the borehole directional information. Input needed is borehole deviation and
direction, plus distance along the borehole 110/.
11
In Finland the dipmeter has been used earlier in at the Loviisa nuclear power plant site.
In 1983 performed measurements indicated that the number of fractures detected with
the dipmeter was considerably lower than the number of fractures interpreted from core
samples. From the 519 fractures mapped from the cores only 23 % was detected with
the dipmeter. The dipmeter reacts evidently only to open fractures in the bedrock. The
number of open fractures in core samples was considerably higher than the number of
open fractures in-situ. In Switzerland the dipmeter has been used experimentally in
crystalline bedrock. In the orientation analysis, densely fractured parts of the bedrock
created difficulties, especially, if fractures nearly parallel to the borehole were present
111.
2.3.1 Principles of the dipmeter method
The accurate determination of in-place formation dip is a two-part problem. First, the
relative dip of formation beds, expressed in bed displacement along the borehole wall, is
measured and then orientation of the borehole wall is measured. The determination of
dip and direction of dip requires the elevation and geological position of at least three
points. Classically, such points can be characterized by their microresistivity values
which are measured by means of small focussed electrodes mounted on at least three
caliper arms 120° apart. The caliper arms ensure that the electrodes are kept in close
contact with the borehole walls. There is also a four electrode version with four caliper
arms 90° apart /I II. The addition of the fourth microresistivity measurement allows for
improved dipmeter quality determination. With just three measurements only a single
dip calculation can be obtained at each depth. With the addition of fourth measurement,
it is possible to make reliable four three-point dip calculations and by comparing the
various calculated dips, an indication of the dip quality is made /10/. No dip can be
calculated, if one arm loses contact with the formation with the three arm system. With
four correlation measurements, if one arm loses contact or anomaly with the formation,
one dip calculation is still obtainable.
In reality the three or four resistivity pads are not located at fixed directions within the
borehole. The natural torque of the wireline causes the tool slowly to rotate as it is
pulled uphole making it necessary to measure the orientation of at least one of the pads
and to use that measured direction in calculating the dip angle and dip direction. Further
on, because the borehole is not always vertical, its angle of deviation from vertical and
the direction of borehole dip must be measured. If the borehole diameter, vertical
displacement of at least three resistivity curves, orientation of the resistivity curves,
sonde deviation from vertical, and down direction of the sonde axis are known, the bed
dip direction and magnitude can be calculated /10/.
When the sonde being pulled up the hole crosses a dipping formation bed, the change in
microresistivity as seen by the each individual electrode will occur at different depths.
The relative displacement of the resulting resistivity changes are used along with the
hole diameter measurements recorded by the calipers to compute the dip angle and dip
direction relative to the sonde. The sonde is equipped with a set of orthogonally
mounted fluxgate magnetometers and accelerometers to determine its own relative
position with respect to north and the vertical axis and to determine the relative position
of the electodes with respect to the high side of the sonde /11/.
Certain common dipmeter terms are defined in the following /11/:
- dip angle:
- apparent dip angle (6):
- dip azimuth:
- apparent dip azimuth (<f>):
- borehole deviation:
Angle between the bedding plane and the
horizontal (for vertical holes).
Angle between the bedding plane (B) and the
plane (P) perpendicular to the hole axis (for non
vertical holes), see Figure 4.
Clockwise angle measured from the direction of
geographic north to the direction of the horizontal
projection of downward dip. Looking downhole
(for vertical holes).
Clockwise angle between caliper Pad#l and the
downward dip projection on the plane
perpendicular to the downhole axis (for non
vertical holes), see Figure 4.
Angle between the vertical axis and the axis of the
hole.
13
hole
axis plane
(P)
X"
borehole axis
\
\
• — . — •
bedding plane (B)
\\\
\ - - 4 caliper pad # 1
Figure 4. Apparent dip angle (8) and apparent dip azimuth ((()) IWI.
In Figure 5/10/ there are more dipmeter terms described.
HELATIVEAZIMUTH""OF REFERENCEELECTRODE
NO 1 PAD
DEFINITIONS
(AZI) AZIMUTH Of BEFflENCE ElECTKODE - Cloclrw;»e ongle from N to «EF
(»»«> «EIATIVE »EA«ING = Clock-i ie angle from DMD ta REF
(AMD) AZIMUTH OF HOIE DEV. a O O l AXIS) r- Clock-..e on9le fro"- N to DHD
(DHO) HIGH SIDE OF TOOt - Dt'eclion from center of tool to upper »ide o' tool
(N) NORTH : Direction from center of tool to Magnetic North.
(REFl RFFERfNCE ELEC1KODE Dc.ett.on from center of tool to * I electrode
Figure 5. Definition of dipmeter geometric orientation measurements of the tool and
the borehole: azimuth, relative bearing, and deviation - for the low angle
(36° and less deviation) measurement system /10/.
14
2.3.2 Equipment used
The equipment used in this study consists of the surface control unit, a 2000 m winch
with 3/16 inch 4 conductor logging cable and a three arm sonde (length 2.97 m,
diameter 50 mm) manufactured by Robertson Geologging Ltd., UK. In this study a three
arm dipmeter sonde, see Figure 6, was used as the more usual four arm tool is too large
(60 mm) in diameter for boreholes KI-KR1 and RO-KR3. The data are logged and
recorded onto 3 1/2 inch disks in the field using software, which allows data acquisition
and control of sondes, display of log curves in real time, log scale selection and various
processing functions. Normal logging speed is 6 m/min. The dipmeter data are recorded
at 10 mm intervals /12, 13/.
In most cases, it is desirable to use centralizers attached to the bodies of the sondes to
keep the sondes in line with the borehole. This is particularly the case in inclined holes.
The narrow diameter of the holes on this programme made it difficult to achieve very
good centralization /13/.
545 mm
•
•
sonde head
inclinometer
magnetometer
2936 mm
micro-resistivitypads and caliper arms
Figure 6. Three arm dipmeter /13/.
15
2.3.3 Dipmeter processing
Recording of the sonde pad 1 azimuth did not function correctly. This was overcome by
using borehole deviation azimuth data from the Fotobor survey in conjunction with the
dipmeter relative bearing data, to calculate pad 1 azimuth data l\ 3/.
The interval correlation method produces an average dip, characteristic of underlying
structures such as bedding planes /13/. An interval is given to the programme which
determines the length of the resistivity curve to be correlated in one calculation of
orientation /10/. The three resistivity curves were compared for similarity over chosen
correlation interval of 1.0 m /12, 13/. Search angle (a) in Figure 7 (maximum expected
dip angle) is used to define the correlation length in respect of the second curve. The
maximum range is called the search distance (H), Figure 7. The search angle must be
chosen high enough to cover most of the expected dips. If not, some data will be lost. If
the search angle chosen is too high, a lot of erroneous dips will be computed if the
correlation curves lack sufficient common features. Search angle selection options are:
(1) angle relative to horizontal, (2) angle relative to the borehole axis (independent of
deviation) and (3) angle relative to any user defined plane /11/. In this study selection
option was (2), angle 75° /12, 13/. The step distance is the distance to move in order to
make the next correlation step. It is usually chosen to give some overlap. However, if
there is too much overlap, it becomes possible for one geological feature to control more
than one correlation resulting in one anomaly being represented by more than one dip
arrow creating the false impression of several parallel beds IWI. The step distance is
normally one-half the correlation length /10/, in this study it was 0.5 m /12, 13/.
!diameter
1i y
/
V
COMPUTATION PARAMETERS-H
/j
[J 'J
<v/ij/ A\
correlation interval
—)i step fS—
distance ;V
next correlation interval
I
a /
A..
/
Figure 7. Illustration of the main computation parameters /11/.
16
The pattern recognition method calculates dips of individual features recognized by the
programme on at least three of the four microresistivity traces (four armed dipmeter).
This processing method involves no averaging and is useful in the study of isolated
events such as in fracture analysis /13/. The pattern recognition routine is executed for
the current interval after interval correlation has been performed. An individual feature
is a continuous change in microresistivity, that exceeds some present value. They are
identified by integration of area under microresistivity gradient curves. The integration
is continuous but every time the gradient curve becomes zero, the current running sum
of area is assessed to see if it represents a sufficiently large change in microresistivity to
establish a feature /11/. The first search range for pattern recognition used in this study
was 5° and the final 45° about the interval correlation dip, incrementing in 10° steps /12,
13/.
There is a section of dipmeter resistivity data at 45-52 m and 334-353 m of the borehole
RO-KR3 in a scale of 1:100 in Appendix 6/12, length corrected afterwards/. From left
to right the log shows /121:
(1) Down hole corrected length scale.
(2) Arrow plot of the calculated dips. Individual fractures are presented as dip
direction/dip values in tadpole plots. Interval correlation dips are represented by
circular symbols and pattern recognition dips by triangular symbols. The
position of the head of the tadpole shows the dip magnitude, the tail is in the
direction of the dip azimuth (north up the log). Rose diagrams, drawn over 10 m
intervals, with solid elements pattern recognition dip azimuths and with open
elements, show interval correlation dip azimuths.
(3) Microresistivity traces, pad #1 is repeated on the right. Dotted tie-lines join the
individual features that have been identified and correlated to calculate pattern
recognition dips.
(4) Caliper plot.
17
2.4 Televiewer
The acoustic borehole televiewer has been developed to obtain detailed fracture
information from boreholes as location and orientation. This method has been used at
various research areas on the Canadian Shield for CNFWMP as well as the old
borehole-TV system 111. Televiewer have also had special application in the detection
and measurement of hydrofractures in boreholes 111. According to the televiewer
measurements in Yucca Mountain, Nevada, USA, larger fault zones seen in the
televiewer logs can be correlated with similar features in the core /141. The televiewer
has been used even in the north-central Atlantic Ocean borehole interfaced with the data
recording equipment in the submarine /15/.
2.4.1 Principles of the borehole televiewer method
The borehole televiewer scans the borehole with focussed beam of ultrasound,
registering both the amplitude of the reflected signal and the delay in two-way transit
time. The televiewer provides an direct oriented acoustic picture of the borehole wall as
if the borehole were split vertically along magnetic north and laid out flat. The log
obtained with the televiewer is collected continuously as the tool is moved up in the
borehole, and the results are presented as a continuous recorded image /16/.
The televiewer data are displayed as pictures with amplitude versus azimuth and depth,
but also as a picture showing the arrival time an amplitudes of the reflected signal IIII.
The low amplitudes are in dark and the high amplitudes are clear. A smooth hard
surface reflects more energy than a rough soft one /161, so fractures and other rough
parts of the wall are displayed as dark patches. The travel time image allows us to
identify the problems caused by the ellipticity of the borehole or the position of the tool
in the borehole. On both figures the fractures appear as thin lines /I II. Fractures with
dip appears as sinusoidal lines. The direction of dip is the direction of the minimum and
the dip is determined by measuring the peak-to-peak amplitude of the sinusoid and
combining it with the diameter of the borehole /16/.
18
2.4.2 Equipment used
The borehole televiewer acquisition equipment used in this study is the same one as
described in Chapter 2.3.2 except the sonde. The televiewer used in this study has been
developed by M.W. Instruments, USA, for the OYO Corporation, Japan, and has been
interfaced with Robertson Geologging Ltd. surface equipment. The sonde is relatively
short, 2.1 m and light, 23 kg, see Figure 8/18/. The acoustic transducer has a diameter
of 24.8 mm and a concave surface with a radius of curvature of 101.6 mm. It rotates at
10 revs/sec and is fired 128 times/rev. The frequency used is 500 kHz. The effective
resolution of the compass is 4°, amplitude and data resolution is 6 bits + 2 gain bits,
travel time resolution is 1 microsec. Depth events are recorded every 1 cm. At logging
speed of 3 m/min, the recorded amplitude and travel time data are distributed on a spiral
with pitch 5 mm, and with angular spacing of the individual data sets 2.8° of arc /19/.
logging
acoustic beam
fluid filledborehole
sonde head
compass
acoustictransducer
rotation rate
Figure 8. Televiewer sonde /18/.
19
The resolution of the televiewer is a function of borehole size, logging speed, transducer
rotation rate, and tool geometry. Sampling frequency decreased markedly owing to the
doubling of the logging speed accompanied by a gradual decrease in transducer rotation
rate according to the measurements performed in the north-central Atlantic Ocean /I II.
The probe in this study finds particular application in fracture studies where high
resolution (up to 0.5 mm) with continuous orientation is valuable /18/. The minimum
thickness for fracture detection is unknown in 58 mm boreholes in crystalline rocks.
Direct comparison with optical imagery has only been available in a 150 mm diameter
borehole in chalk, where detection limit was 0.8 mm. It is expected that this resolution
or perhaps better could be achieved in the Romuvaara and Kivetty holes /18/.
2.4.3 Televiewer processing
Amplitude and one-way travel-time of the signals reflected off the borehole wall are
interpolated onto a rectangular grid with vertical (depth) spacing 5 mm, and horizontal
(azimuth) spacing 2°. They are presented as grey-scale logs, after histogram-equalisation
over the complete log, at a vertical scale of 1:10. Horizontal format of these logs is
fixed, resulting in an exaggeration of the horizontal scale of about five times relative to
the vertical scale, in these boreholes /18/. The travelling time image and the amplitude
image of the section at 348-352 m of the borehole RO-KR3 is in Appendix 7 /18/.
Planes are identified and interactively digitised on a screen display of the amplitude or
travel-time log. Dips of the planes, in this case all fractures, are calculated in borehole
axis coordinates from the digitised points, then converted to true geographic dips using
the borehole deviation data. Pairs of planes can be linked to define units. These are
shown by shading on the interpreted log, together with the meandip and true thickness
on the borehole axis /191.
There is an interpreted televiewer log of the borehole RO-KR3 at 348-352 m plotted at a
vertical scale of 1:10 in Appendix 8. From left to right the log shows /18/:
(1) A reconstructed core in orthographic projection, viewed from the SE. Traces of
planes are shown on the surface of the core.
(2) A plot of the borehole wall with traces of the calculated planes. This is drawn
with horizontal scale equal to the vertical scale.
(3) Arrow plot of the calculated dips.
(4) Borehole deviation plot.
2.5 Differential flow measurements
In Finland the unconfmed groundwater of the bedrock occurs primarily in the fractured
rock sections. The fracture frequency, the aperture of fractures and the total porosity
determine the amount of the unconfined water 141. The capacity of the bedrock to move
water in differential pressure field is interpreted and called hydraulic conductivity, K
(m/s). Open fractures are usually classified as water-conducting ones. Some of the filled
fractures are also potentially-water-conducting fractures, especially grainy fractures.
Water-conducting fractures are common especially in the upper parts of the bedrock.
The aperture of fractures decreases as a function of depth. This is due to increasing
pressure and rock stress in the bedrock.
The TVO-flowmeter (developed during 1989-1992) is designed to measure small
groundwater flows in the bedrock, both across and along the hole /3/. With a new type
of the flow guide, flow into the hole or out from the hole can be measured directly as
well. Differential flow measurements are similar to the flow measurements along the
borehole. The method measures differences of flow along the borehole and is thus called
differential flow measurement /20/.
On the basis of the first field tests performed in the borehole KR6B of the Kivetty area
in 1993 1201, hydraulic conductivities and hydraulic heads of fractures or fracture zones
can be determined from the results. The method is fast and good depth resolution can be
obtained with small packed-off intervals. Correlation between measurements of
hydraulic conductivities detected by the conventional double packer test and differential
flow measurements was good in the borehole KR6B /20/. However, the similar
comparison was made in the borehole KR6 at the Olkiluoto site and the results of the
double packer test were systematically double compared to the results of differential
flow measurements. The reason for this is not yet known, but there has to be differences
in the measurement geometry or in the interpretation geometry when differences this big
occur/21/.
21
2.5.1 Principles of differential flow measurements and the equipment used
The equipment can be used in boreholes with a diameter of 56 mm or larger and depths
less than 1000 m 1221. The groundwater level in the borehole is kept stable by pumping.
The rubber discs of the flowr guide drag on the surface of the borehole wall and guide
flow to the sensor, see Figure 9 1221. They have been cast to the form of cone, so they
slide easily downwards and are tightly pulled upwards /20/.
winch logging computer
ground water flows
m some fractures
Figure 9. Principles of differential flow measurements 111.
If measurements are carried out using two levels of potential in the borehole, then the
hydraulic head in each of the sections and their conductivity can be calculated. It is
assumed that a static flow condition exists /20/:
Q1 = K-a-(h0-h1) (1)
Q2 = K-a-(ho-h2) (2)
where
Q{ and Q2 are measured flows in a section (m3/s),
K is hydraulic conductivity (m/s),
a is a constant depending on the flow geometry (m),
hj and h2 are hydraulic heads of the borehole (m) and
h0 is the head of the measurement range far from the borehole (m).
The value for the constant a is from the formula of the cylindrical flow, see formula (3),
which is better valid than the formula of Moye (used, e.g., with double packer tests) in
the differential flow measurements 1201.
a = 2-7t-L/ln(R/r0) (3)
where
L is the length of the measurement range (m),
R is the distance to the constant potential \ (m) and
r0 is the radius of the borehole (m).
The distance parameter R to the constant potential \ is not known and must be chosen
1201.
The hydraulic conductivity of the measurement range and the hydraulic head of the
measurement range far from the borehole can be solved with formulae (4) and (5):
K = (l/a)-(QrQ2)/(h2-h,) (4)
ho = (hr[Q,/Q2]-h2)/(l-[Q1/Q2]) (5)
The groundwater level in the borehole is kept stable by using a special pump. This is
carried out with a tube 6 m long. The bottom part of the tube is plugged and the upper
part is open. The pumping itself takes place in this tube and is carried out with
automatic timer and compressor. The water level changes in the tube and is stable in the
borehole. The measurement starts from the bottom of the borehole. When the cable is
lifted, the water level tends to lower in the borehole. This is prevented by pumping
water into the borehole with the tubular pump. Additional water is pumped away. The
control of the tubular pump and lifting the cable are carried out with the computer 1201.
The rubber discs are not tight in the fractured zones. Usually that is not a problem,
because the entire borehole including the measurement range has practically the same
hydraulic head during the differential flow measurements 1201.
23
3 The Kivetty area and the Romuvaara area
3.1 Location and topography
The Kivetty area is situated about 6 km north-west of the village of Aanekoski (Figure
10). The size of it is about 6 km2. It covers a large part of a bedrock block, which is
bounded by regional fracture zones. The location of this block was determined during
investigations carried out at the site selection stage. The topography of the area is fairly
even and gently undulating (relative altitude differences approx. 10-20 m) except for the
eastern part, the Kumpuvuori and Kilpismaki areas, which are steeper in topography (the
greatest altitude differences approx. 40 m). The highest point in the area is at
Kilpismaki, approx. +219 m a.s.l., and the lowest, around +154 m a.s.l., in the
westernmost part. Most of the area is located between +160 to +180 m a.s.l. /23, 24/.
Figure 10. Location of the Kivetty area /24/.
The Romuvaara area is situated about 30 km north-east of the main population centre of
Kuhmo (Figure 11). The size of the area is approx. 7 km2. It covers the large Romuvaara
bedrock block, bounded by fracture zones. The block was located in the site selection
investigations. The area has a variable topography with quite gentle slopes (relative
altitude differences 10-30 m). The highest point in the area is approx. +227 m a.s.l.
Bedrock outcrops are usually less than 20 m2 in size and together account only some 1%
of the total area 1251.
24
Kalllofarvi
Figure 11. Location of the Romuvaara area /26/.
3.2 The rock types and fracturing of the investigation site
3.2.1 Kivetty
The Kivetty site is situated in a Svecokarelian granitoid environment, the granitoid
complex of Central Finland. It is mainly composed of intermediate and acid plutonic
rocks, quarts diorites, granodiorites and granites. Porphyritic rocks are common. The
synorogenic granitoids of the complex are 1900-1860 Ma in age, the oldest ones are
polyphasically deformed /27/.
The bedrock of the Kivetty site consists almost entirely of plutonic rocks, which are
chiefly of the acid or intermediate type. Supracrustal rocks are found only as minor
xenoliths. The plutonic rocks in order of age are gabbro (oldest), porphyritic
granodiorite and porphyritic granite, equigranular granodiorite and equigranular granite
(youngest) /27/. The rock determinations are based on visual, microscopic and
lithogeochemical investigations of rock outcrops and core samples. The identifications
were made by reference to a QAP diagram /23/.
The bedrock in the area is dominated by porphyritic plutonic rocks. They occur in two
types: (1) grey, coarse-porphyritic granodiorite and (2) red, porphyritic granite. The
coarse-porphyritic granodiorite (PORGRDR) is the predominant granitoid in the area.
It is characterized by large feldspar phenocrysts (1-4 cm). They consist of both
potassium and plagioclase. The ground mass between the phenocrysts is medium-
25
grained (1-5 mm) and is composed of feldspars, quarts, biotite and amphibole with
minor sericite, apatite, titanite, fluorite and opaque 1211. The amount of dark minerals is
approx. 20%. The porphyritic granodiorite is characterized by inclusions with a gneiss
and gabbro-diorite composition /23/.
The porphyritic granite (PORGR) consists the phenocrysts (1-2 cm in size) almoust
entirely composed of potassium feldspar. The porphyritic structure of the rock is less
distinct than in the coarse-porhyritic granodiorite due to the small size of the
phenocrysts and the small amount of dark minerals in the matrix between them. The
amount of dark minerals is approx. 10% in granite samples. The porphyritic granite
contains coarse-porphyritic granodiorite in the form of sharply delimited xenoliths.
Gradual transitions have also been found. No gneiss or mafic inclusions have been
found in the porphyritic granite 1231.
The structure of mylonite granodiorite (MY) is crushed. The colour of the rock is dark
grey or red. The rock is re-crystallized and the porphyritic structure is distinct here and
there. The phenocrysts (4-35 mm in size) are composed of potassium feldspar and they
are crushed, rounded or stretched. The ground mass (1-5 mm in size) is composed of
biotite, quartz, potassium feldspar, epidote, chlorite and muscovite /28/.
The medium-grained granodiorite (GRDR) occurs in the forms of E-W and N-S zones
east of Lake Iso-Salminen 1231. The principal minerals of the rock are plagioclase (An
35), quarts and potassium feldspar, with minor constituents including biotite,
amphibole, sericite, apatite, saussurite and opaque. The fine-grained (0.05-0.5 mm)
feldspar-quarts-biotite-amphibole ground mass contains phenocrysts (1-2 mm), which
consist of plagioclase, quartz and potassium feldspar 1211.
Granite (GR) occurs as veins in the other rocks in the area and as intrusions of various
shapes and sizes. West and north-east of Kumpuvuori the northenmost parts of the
granite are homogeneous. The medium-grained granite often contains fine-grained, red
or grey aplitic partitions and coarse-grained, almost pegmatitic partitions. The granite
north-west of Kilpismaki is reddish grey, medium-grained and clearly oriented in places.
The principal minrals are potassium feldspar (occurs also as occasional phenocrysts 0.5-
1 cm in diameter), quartz and plagioclase, minor constituents being biotite and
amphibole 1211.
26
The mica gneiss (MGN) is even-grained (1-4 mm in size) and dark grey. The structure is
cataclastic. The components are biotite, quartz and feldspars /28/.
The mafic dykes (MD) consist of amphibolitic, granitic, pegmatite and quartz dykes. A
sample taken from the amphibolitic dyke at the depth of 642 m from borehole KR1
contains pyroxene, amphibole biotite, quartz and ore minerals. The granitic dykes can be
classified into medium-coarse granite dykes and fine-grained aplite dykes. Pegmatite
dykes are among the youngest rocks in the area and 1-20 cm in width. NE-SE quartz
dykes 0.5-15 cm in width intersect both the porphyritic granodiorite and the granite /27,
24/.
Fracture data were obtained from both the rock outcrops and the oriented cores (KR1-
KR5) in the Kivetty area. The majority of the fractures are concentrated in two major
strike orientations, NE-SW (30°-80°) and NW-SE (280°-330°). It may be stated that
fracturing with steep dips predominates, although horizontal fracturing also occurs,
especially in the upper parts of the bedrock down to approx. 100 m. The total fracture
frequency is usually 1-3 pcs/m in both outcrop and core samples. Fracturing is usually
more frequent in the upper parts than deeper in the bedrock. The fractures are mainly
tight, but open and filled fractures also occur. The number of open fractures with
hydraulic conductivity is significant only in the upper part of the bedrock. Chlorite and
calsite are the most common fracture filling materials /27/.
The geology of the Kivetty area is presented in futher detail in the summary report of the
geology of the Kivetty area by Anttila et al. (1992). General information of the borehole
KI-KR1 and the rocks and fracturing in that borehole will be discussed later in Chapter
4.1.1.
27
3.2.2 Romuvaara
The Romuvaara site is situated in an Archean, Presvecokarelian basement complex area.
The bedrock over most of the surrounding area consists mainly of late Archean banded
amphibolites, migmatites, granitoids and the metavolcanic rocks and meta-sediments of
the Kuhmo-Suomussalmi greenstone belt. Polyphasically deformed and metamorphosed
migmatic tonalite/trondhjemite gneisses represent the oldest basic crust of the Archean
basement complex and are over 2800 Ma in age 1291.
The rocks occuring at Romuvaara are migmatitic banded tonalitic, mica and
leucotonalitic gneisses, amphibolite, granodiorite and metadiabase IAI. The gneisses
predominate in the bedrock of the area. The rocks, except for the metadiabase, have
undergone a polyphasic Archean deformation. Determinations of rocks in the area are
based on visual, microscopic and lithogeochemical investigations of rock outcrops and
core samples. The identifications were made by reference to a QAP diagram 1251.
The main rock in the area is migmatitic tonalite gneiss (TONGN). Migmatites are
composite rocks which mainly consists of gneiss (original part/palaeosome) and parts
which resemble plutonic rocks (younger part/neosome). It comprises the largest part of
bedrock in the western and eastern parts of the area. The main minerals of the
palaeosome (with biotite and quartz-feldspar bands) of this tonalite are plagioclase,
quartz and biotite /29/. The neosome intersecting the banded palaeosome occurs as grey
veins, partly granite and partly tonalite, or as red veins, either medium or coarse-grained
pegmatitic granite /25/.
Mica gneiss (MGN) is highly rich in biotite and medium-grained. It is relatively
homogeneous and only slightly migmatitic rock occur in the central and northern parts
of the area. This mica gneiss contains inclusions with amphibole as the only dark
mineral /25/.
In the middle part of the area the dominant rock is a medium-grained, light leucotonalite
gneiss (LTONGN). The leucotonalite is polyphasically deformed and migmatitic in
appearance. The main minerals of palaeosome are plagioclase, quartz, mica and
potassium feldspar. The amount of potassium feldspar varies considerably and
determines whether the rock is a leucotonalite (little or no potassium feldspar) or a
leucogranodiorite. This palaeosome is less banded than the one in tonalite gneiss 1251.
28
Amphibolite (AFB) occurs in both the tonalite gneiss and in the leucotonalite gneiss as
small, lenticular xenoliths, thin vein-like partitions and larger breccia migmatite units. A
coarse-grained tonalitic and granitic neosome intersects the medium-grained
amphibolite palaeosome without any clear system pattern. The palaeosome is composed
of hornblende and plagioclase /25/.
The tonalite gneiss and the leucotonalite gneiss are intersected by a N-S granodiorite
(GRDR) dyke running through the whole area. Its main minerals are plagioclase, quartz,
biotite and potassium feldspar. The dyke is divided into at least two generations or
pulses. The younger parts are less markedly deformed than the older parts 1251.
Metadiabase (MDB) represents the youngest rock type in the Romuvaara area and
occurs mainly as NW-SE trending dykes approx. 20-40 m in width. The dykes are fine-
medium-grained and almost undeformed. Two groups can be recognized on the basis of
their mineral composition, of which one has 24-37% plagioclase and 56-72% amphibole
(RO-KR5) and the other 15% plagioclase and 74-76% amphibole (RO-KR3). Contacts
of the dykes with the surrounding rocks are usually fractured /25/.
Fracture data were obtained from both the rock outcrops and the oriented cores (KR1 -
KR5) in the Romuvaara area. There are five main fracture directions of which NE-SW
and ESE-WNW are the most pronounced /26, 25/. Fracture frequencies vary according
to the rock type, ranging from 0.4 to 1.2 pcs/m in the outcrops and from 2.4-3.4 pcs/m in
the core samples. The metadiabase has the greatest density of fractures /26/. The
fractures are mainly tight, but open and filled fractures occur as well. Open fractures
with hydraulic conductivity are concentrated in the upper part of the bedrock. Chlorite
and calsite are the most common fracture infillings 1251.
The geology of the Romuvaara area is presented in futher detail in the summary report
of the geology of that area by Anttila et al. (1990). General information of the borehole
RO-KR3 and the rocks and fractures found there will be discussed later in Chapter
4.1.2.
29
4 Results
4.1 Core analysis
Rock type determinations, core loss analyses and oriented fracture determinations of the
boreholes KI-KR1 and R0-KR3 are based on reports /23, 25/. The original drilling
reports /28, 5/ of the boreholes KI-KR1 and R0-KR3 are used as the fracture data basis
of the study, and the fracture characterisation given in them (depth, type, orientation,
etc.) is utilised. In several drill-core sections of each borehole fractures were re-analysed
/30, 31/. The results of the fracture re-analyses were used in the updating of the fracture
data presented in the original drilling reports.
Core mapping and analysis give a lot of information, but there are also problems and
difficulties with analysing the core. The drilling process affects the covered core sample
in the sense that it is released from internal stress, twisted in the core bar and flushed
with water. The core can be crushed, so determination of real fracturing is very difficult
and usually impossible. The drilling process can produce fractures to core which are
hair-cracks in-situ. These fractures are not detectable by borehole-TV, dipmeter or
televiewer. Sometimes fractures are identified as breaks in the core and they are not
mentioned at all, or breaks are identified erroneously as fractures. Fracture types can be
difficult to determine; for example the fracture filling can be flushed away. The
difference between an open and a tight fracture and the difference between a thin vein
and a filled "sealed" fracture is sometimes dubious. Inexperience or bias of analysing
geologists can also affect considerably results. Human errors in measuring and writing
down the fracture depths and other mentions can occure. I found some fractures which
were written down at the wrong depths in the core log of R0-KR3. These fractures were
corrected with the help of core photographs and marked with symbol # in Tables of
Appendices 1 and 2.
Core loss can occur due to dense fracturing or technical reasons and no information of
rock is obtained from that part of rock. Sometimes it is impossible to determine exact
place of core loss and due to core loss it can be difficult to determine exact depths of
some fractures. The depth of the fracture is incorrect if it is not determined exactly as
the fracture intersection with the axial center line of the core. Depths of the core samples
should be accurate in the places where they have been lifted. When the core is oriented
incorrectly, direction of dips and dips are measured incorrectly. If the oriented core is in
the wrong direction in the core box, orientations of fractures are also incorrect. I found
30
one incorrect orientation of a section of the core sample of R0-KR3, see later Chapter
5.3.1.
4.1.1 KI-KR1
The borehole KI-KR1 is located in the center part of the Kivetty site (Figure 12). The
diameter of the borehole is 56 mm, length is 1019.50 m, start point azimuth is 225° and
start point inclination is 74.9°. The core has been obtained from the borehole depth
40.05 m to 1019.50 m. The diameter of the core is 42 mm /28/.
Figure 12. Location of the borehole KI-KR1 /24/.
The rocks were determined from the core sample. Table 1 consists of rocks and
distribution of frequency of various fracture types in every rock section in the borehole
KI-KRl. The rock determination is based on Reference /23/ and the abbreviations of
rocks have been explained in Chapter 3.2.1. The number of fractures and the fracture
frequency (pcs/m) are based on Appendix 1.
31
Table 1. Rocks, number of fractures and distribution of fracture frequency in the
borehole KJ-KR1.Rock
PORGRGRPORGRPORGRDRGRDRPORGRDRPORGRPORGRDRGRDRPORGRDRMYPORGRDRMYPORGRDRMYPORGRDRGRDRPORGRDRGRDRPORGRDRGRDRPORGRDRGRDRPORGRDRMGNPORGRDRPORGRGRPORGRTOTAL:
Depth in core(m)
40.05-129.38- 138.73-371.65-452.12- 470.25-630.80-705.00- 722.50- 728.70-750.50-757.50- 773.20-783.10-814.00-833.00- 850.06-851.30- 864.34- 865.90- 889.00- 892.55- 908.70-921.70- 946.90- 949.50- 977.30- 993.00- 996.00- 1019.00
Number of core fracturesOpen8711463-6
-
--
---1-
------
----154
Filled43-2859051175695421272939431146143751592932201595251253
Tight1601434610868204135982923372732444189463924261628610191453
Total290256772011193852041412505066667515811212121211818535836431515442850
Fracture frequency (pcs/rn)Open0.971.180.200.04-0.04---------0.06-----------
-
0.16
Filled0.48-1.221.122.811.090.930.290.650.963.861.853.941.396.000.350.810.311.923.254.230.562.231.277.690.540.571.671.091.41
Tight1.791.501.491.343.751.271.820.511.291.333.292.362.731.042.320.230.810.615.771.990.850.561.851.036.151.010.383.330.831.63
Total3.252.672.912.506.562.402.750.801.942.297.144.206.672.438.320.641.610.927.695.245.071.114.082.3013.851.550.965.001.913.20
The total number of fractures in core log KI-KR1 is 2850. The number of open, filled
and tight fractures is 154, 1253 and 1453, respectively. Open fractures occur in
significant numbers only in the upper parts of the borehole, especially between 40-95 m.
The average frequency of all fractures is 3.20 pcs/m. The average fracture frequency of
open, filled and tight fractures is 0.16 pcs/m, 1.41 pcs/m and 1.63 pcs/m, respectively.
Mica gneiss section (13.80 pcs/m, densely fractured), granodiorite section at 864.34-
865.90 m (7.69 pcs/m, abundantly fractured) and mylonite sections (7.14 pcs/m, 6.64
pcs/m, 8.32 pcs/m, abundantly fractured) are the most frequently fractured rock sections.
All core fractures have been listed in Table of Appendix 1 together with correlated
fractures detected by borehole-TV, dipmeter and televiewer.
32
The fracture infilling consists of chlorite, epidote, mica and carbonate /28, 30/. The total
length of oriented core is 463.62 m and proportion of total length of core is 47.4%. The
number of oriented fractures is 417 and its proportion of all fractures is 14.6% /28/.
Core loss is totally 5.45 m, due to densily fractured rock tot. 2.5 m and technical reasons
tot. 2.95 m /28/. Core loss sections have been marked in Appendix 1.
4.1.2 RO-KR3
The borehole RO-KR3 is located in the center part of the Romuvaara site (Figure 13).
The diameter of the borehole is 56 mm, length is 476.87 m, start point azimuth is 61.48°
and start point inclination is 70.08°. The core has been obtained from the borehole depth
42.95 m to 476.87 m. The diameter of the core is 42 mm /28/.
Figure 13. Location of the borehole RO-KR3 /26/.
33
Table 2 consists of rocks determined from the core sample and distribution of frequency
of various fracture types in every rock section in the borehole R0-KR3. The rock
determination is based on Reference 1251 and the abbreviations of rocks have been
explained in Chapter 3.2.2. The number of fractures and the fracture frequency (pcs/'m)
is based on Appendix 2.
Table 2. Rocks, number of fractures and distribution of fracture frequency in the
borehole R0-KR3.Rock
LTONGNMDBLTONGNTONGNLTONGNAFBTONGNGRDRTONGNTOTAL:
Depth in core(m)
42.95-136.50- 157.00- 278.00-285.30-312.00-321.00-371.00-378.00- 476.90
Number of core fracturesOpen682621--16
11163
Filled2142371-11524123
Tight57422202013315321309838
Total1468631922134184263241124
Fracture frequency (pcs/m)Open0.730.100.510.14
-0.320.430.110.38
Filled0.222.050.310.14-0.110.300.290.040.28
Tight0.612.051.822.740.490.333.063.003.121.93
Total1.564.202.643.010.490.443.683.713.282.59
The total number of fractures in the core log RO-KR3 is 1124. The average frequency of
all fractures is 2.59 pcs/m. The number of open, filled and tight fractures is 163, 123 and
838, respectively. The fractures are mainly tight. Open fractures occur in significant
amounts at 43-120 m. The average fracture frequency of open, filled and tight fractures
is 0.38 pcs/m, 0.28 pcs/m and 1.93 pcs/m, respectively. Metadiabase section (4.20
pcs/m, abundantly fractured) is the most densely fractured rock section. All core
fractures have been listed in Table of Appendix 2 together with correlated fractures
detected by borehole-TV, dipmeter and televiewer.
Filled fractures are usually slickensides with chlorite surface. The fracture infilling
consist of chlorite, epidote, mica and carbonate /28, 30/. In the core log at the depths of
328-331 m and 335-336 m occur fractures almost parallel to the borehole 15, 31/.
The total length of oriented core is 96.68 m and proportion of total length of core is
22.3%. The number of oriented fractures is 286 and proportion of all fractures is 25.4%
111. Core loss is totally 3.74 m, due to densily fractured rock tot. 0.90 m and technical
reasons tot. 2.82 m 151. Core loss sections have been marked in Appendix 2.
34
4.2 Borehole television
The analysis is only based on TV images and the data produced during this phase is
much dependent on the visibility of certain objects. For instance a diffuse rock contact is
probably not discovered on the screen and is normally easier to detect by the core
logging. On the other hand, it is quite easy to detect them on the overview print out
images. A fracture or a vein that cuts the borehole, shows a sinusoidal trace across the
image plot and is clearly seen as a dark or a bright line. Lithology is also recognizable
especially when familiar with the rock types of the area /I/.
The colour and the contrast to the host rock are also parameters that affect the
possibilities to discover fractures/veins in the TV image. It is obvious that the more
filling material a fracture has, the easier it will be to discover the fracture in the TV
image. If the fracture infilling is light-coloured, for example calsite, and the rock is dark,
the fracture is quite easy to discover. However, in the banded gneiss rock sections a
fracture can be difficult to recognize. Sometimes a feature characterized as a filled
"sealed" TV-fracture can be characterized as a thin vein by core analysing geologist.
Also, if the rock type is coarse-grained, the thin fractures can be difficult to detect. The
pixels of the borehole-TV image can be elongated due to the stopped or almost stucked
probe movement resulting in impossible detection of the fractures.
One important reason for not recording not orientable objects is that the system does not
allow the operator to characterize and record data that are not linked to an orientation.
For example if the fracture is only partly visible, it is not mentioned in the borehole-TV
fracture list. This drawback of the system is to be improved in the future /I/. In the
fractured sections, where are a lot of nearby fractures with different orientations, picking
up the right fracture trace can be difficult. An experienced analyst is then needed to
analyse the borehole-TV images.
In the borehole-TV measurements of this study azimuth and inclination of the borehole
measured in the beginning of drilling were used to orientate the borehole-TV
measurements along the borehole. Because the drilling bars deviate always during the
drilling of deep boreholes, azimuth and inclination of the borehole differ from those
measured at the starting point of drilling. This is one of the error sources in orientation.
This means, that the orientation of fractures is not quite correct in the deeper borehole
sections. At the locations where borehole is widened, borehole-TV may also have
problems to detect correct orientation.
35
The analyst of the borehole-TV image sees a borehole section of 40 cm at a time on the
screen. If the fracture/vein does not fit completely on the screen, it cannot be measured.
The measurement conditions affect also results. The borehole should be washed out
before the measurements. The surface of the old borehole can be oxidized resulting poor
results. It is not yet known, if the salinity of the borehole water affects the results.
All fractures detected by TV system and depth (not corrected), direction of dip, dip, sort,
aperture, form, condition and remark of TV-fractures have been listed in References /I/
and /8/. Because in boreholes KI-KR1 and RO-KR3 there were excellent logging
conditions, there is no excuse for getting better results for evaluation /I, 8/.
4.2.1 KI-KR1
The borehole-TV measurements were performed in KI-KRl at 40.05-1015.30 m. All
fractures detected by TV system in KI-KR1 and depth (corrected), direction of dip, dip
and aperture of TV-fractures have been listed in Table of Appendix 1.
Data from the correlation points in KI-KRl have been plotted in a diagram together with
the constructed length correction line in Figure 14 /I/. At about 250 m (and near this
point) there is a notable difference between correlation point and correction line and this
has been taken into consideration when detected fractures by core log and borehole-TV
have been compared.
The total number of all TV-fractures is 524, TV-veins 332, TV-contacts 70, TV-
foliation 51 and TV-fracture zones 25. In Reference /I/ the number of TV-fractures is
525 which is incorrect, because one fracture is mentioned twice in the fracture list. In
the final fracture data the object (fracture) number 683 has been removed.
36
,0- KJ-KR1
• Corrtlillon point— Cerraellon ltn«
e »-
400 MO MO TOO
Borehole length (m)
Figure 14. Data from the correlation points in KI-KR1 plotted in a diagram together
with the constructed length correction line III.
422 RO-KR3
The borehole-TV measurements were performed in RO-KR3 at 42.95-427.30 m. hi
Table of Appendix 2 there have been listed all fractures detected by TV system in RO-
KR3 and depth (corrected), direction of dip, dip and aperture of TV-fractures. The total
number of all TV-fractures is 378, TV-veins 205, TV-contacts 13, TV-foliation 46 and
TV-fracture zones 6.
Data from the correlation points in R0-KR3 have been plotted in a diagram together
with the constructed length correction line in Figure 15 /8/.
37
0 . R0-KR3
* Correlation point— Correction line
200 300 400 MO BOO 700 BOO BOO IOO0
Borehole length <m)
Figure 15. Data from the correlation points in RO-KR3 plotted in a diagram together
with the constructed length correction line /8/.
4.3 Dipmeter
The principal aim of the dipmeter logging was to quantify fracture orientations and
frequencies. Less resistive features on the traces were assumed and fixed to represent the
passage of the electrodes over fractures in this study. Pattern recognition dips, resulting
from identification and correlation of individual features, are better suited to this task
than the strictly statistical interval correlation dips. Correct correlation of individual
features is fairly simple when they are sparsely distributed on the microresistivity traces.
If features are densely or overlappingly distributed, correct correlation is ambiguous and
almost impossible. The dip angle was calculated manually in cases that the dipmeter
anomalies indicated larger dip angles than could be correlated with the automatic
procedure /13, 14/.
38
The dipmeter electrodes are circular in plan, in this study 8 mm diameter (10 mm
including the guard). The microresistivity data were acquired at 10 mm depth intervals,
so adjacent fractures with separation on the borehole wall of less than 8 mm may both
have contributed to a single data set. This may have resulted in underestimation of very
high fracture frequencies /13, 14/.
If the borehole is widened, measurements may be incorrect 111. When the fracture is
long, almost parallel to the borehole, almost vertical or almost horizontal, direction of
dip and dip measured are uncertain. This is due to the fact, that the measurement is
performed only by three focused electrodes. The fracture roughness produces less
reliable determinations of orientation. Rough wall of the borehole can be a source of
errors on measurements. Also electrically conductive minerals in the bedrock can
produce "ghost" fractures, especially when they occur as strings or thin veins.
The length correction of dipmeter logs was done by using the fracture log data from
cores and single point resistance measurements from KI-KR1 and RO-KR3 /32/. It was
made with the formula (6):
Xc = (Xw - Xws) • Zc/Zw + Xcs (6)
where
xc = the corrected depth
xw = the depth to be corrected
xws = the starting depth of the interval to be corrected
zc = the length of the correct interval
zw = the length of the interval to be corrected
xcs = the starting depth of the correct interval.
For example, the last correct interval in KI-KR1 is 837.02-988.70 m (from core log) and
the corresponding interval to be corrected is 836.936-988.601 m, see Chapter 4.3.1,
Table 3. All the not corrected fracture depths have been corrected. The difference
between the starting depth of the first correct interval and the starting depth of the first
interval to be corrected has been added to the depths of the fractures which occur before
the first interval to be corrected. The difference between the ending depth of the last
correct interval and the ending depth of the last interval to be corrected has been added
to the depths of the fractures which occur after the last interval to be corrected.
39
Following principles were applied when depths compared for the length correction 1321:
(1) Only single or two nearby fractures in core log without any fractures within
interval ± 1.0-2.0 m were compared with single dipmeter resistivity and single-
point resistivity' spike locations and televiewer results (KI-KR1 only).
(2) Some sharp boundaries of fracture zones were used when identified clearly.
(3) If core log and dipmeter provided orientation data they were compared.
When comparing the fractures it was noticed, that the number of correlation points of
the length correction was partly insufficient resulting in problems in comparison.
4.3.1 KI-KRl
In Table 3 there are the compared depths of dipmeter, electric single-point and core log
used for length correction /32/.
Table 3. The compared depths of dipmeter, electric single point and core log used for
length correction in KI-KR1 12,21.Core depth (m) 50.45 51.47 #85.50 183.74 183.98 198.36 221.78 269.10Dipmeter depth (m) 50.48 51.68 84.45 182.00 182.30 198.55 222.01 269.66
Core depth (m) 310.10 329.14 330.83 331.09 357.53 360.45 445.00 478.81Dipmeter depth (m) 310.39 329.19 330.52 331.01 357.43 361.06 445.00 478.93
Core depth (m) 492.33 *539.88 557.90 683.97 820.51 837.02 988.61Dipmeter depth (m) 492.49 537.93 558.05 683.76 820.72 836.94 988.61
# single point resist, depth * corrected (538.88 in /32/)
The dipmeter measurements were performed in KI-KRl at 41-995 m. In Appendix 1
there have been listed all fractures detected by dipmeter in KI-KR1 and depth (corrected
with formula 6), direction of dip and dip of dipmeter fractures. The total number of
fractures detected by dipmeter is 640.
40
4.3.2 R0-KR3
In Table 4 there are the compared depths of dipmeter and core log used for length
correction /32/.
Table 4. The compared depths of dipmeter and core log used for length correction in
R0-KR3 /32/.Core depth (m) 65.13 80.27 110.71 118.78 136.21 172.60Dipmeter depth (m) 64.48 79.97 109.93 117.95 135.31 172.11Core depth (m) 236.47 240.13 316.95 339.66 424.06Dipmeter depth (m) 235.86 239.43 316.19 339.50 423.09
The dipmeter measurements were performed in RO-KR3 at 44-474 m. All fractures
detected by dipmeter in RO-KR3 and depth (corrected with formula 6), direction of dip
and dip angle of dipmeter fractures have been listed in Appendix 2. The total number of
fractures detected by dipmeter is 357.
4.4 Televiewer
The televiewer sonde was not well centralized in the boreholes, resulting in the sonde
being too close to the borehole wall in some directions and the characteristic vertical
banding on both travel-time and amplitude logs. The result is that very few features of
geologic interest have been identified in the boreholes KI-KR1 and RO-KR3 /18/.
The vertical banding pattern rotates at certain levels. These apparent rotation patterns
can be produced either when the sonde moves laterally in the borehole, or when the
compass malfunctions. There were also occasional communication errors, in both
boreholes, resulting in loss of data /18/.
Other factors which can affect the results, especially orientation, are widened borehole
121 and the presence of magnetic minerals in the boreholes /33/. The fact seems to be
that televiewer misses extremely fine fractures. Also the televiewer method performance
will be better in larger diameter boreholes than in those used in this study /18/.
41
4.4.1 KJ-KR1
In Table 5 there are the compared depths of televiewer and core log used for length
correction 1221.
Table 5. The compared depths of televiewer and core log used for length correction
in KI-KR1 /32/.Core depth (m) 50.45 166.92 175.53 176.50 221.78Televiewer depth (m) 50.74 167.06 175.30 175.90 222.26
Core depth (m) 310.10 325.76 330.83 331.09 357.53Televiewer depth (m) 310.52 326.14 330.68 331.17 357.65
The televiewer measurements were run in three sections because of "time out" problems
in KI-KR1 at 40.05-380 m. All fractures detected by televiewer in K1-KR1 and depth
(corrected with formula 6), direction of dip and dip of televiewer fractures have been
listed in Appendix 1. The total number of fractures detected by televiewer is 178.
4.4.2 RO-KR3
No correction for depths of fractures detected by televiewer in RO-KR3 could be done
mi. This results in unreliable correlation.
The televiewer measurements were performed in RO-KR3 at 299-379 m. All fractures
detected by televiewer in RO-KR3 and depth (not corrected), direction of dip and dip
angle of televiewer fractures have been listed in Appendix 2. The total number of
fractures detected by televiewer is only 38.
4.5 Differential flow measurements
Single borehole hydraulic tests by the method of differential flow measurements were
performed with 10 m and 2 m measurement sections (the distance between rubber discs)
along the boreholes KI-KR1 and RO-KR3 /30, 31/.
The viscosity of the water affects the hydraulic conductivity of the bedrock. The
difference of the viscosity is however easy to take into consideration, when the
temperature of the borehole water is known. Also the warming and cooling of the water
42
during measurement can affect the results, when measuring under 10"10 m/s hydraulic
conductivities. The density of the borehole water can influence on the hydraulic
conductivity, and it can be taken into consideration. The salinity in the borehole water
can also be a problem. However, at the Kivetty and the Romuvaara sites the
concentrations of salinity are very low /3/. In some cases small errors in flow
measurement can lead to large errors in calculated values for hydraulic head and
hydraulic conductivity. This occurs if the hydraulic head in a fracture dominates the
flow, i.e., if the hydraulic head in a fracture is very high or very low compared to the
hydraulic head in the borehole 1221.
4.5.1 KI-KR1
The sections measured by the method of differential flow measuremets were 40.9-263.3
m, 313.4-343.4 m, 363.5-403.5 m, 423.5-573.8 m, 724.0-854.2 m and 874.2-1004.4 m.
The non-conductive sections were 252-313 m, 342-373 m, 402-433 m, 552-733 m, 852-
883 m and 912-973 m based on preliminary study by hydraulic testing unit, HTU,
(double packer unit) conducted during the period 1987-1992 /30/. The measured
hydraulic conductivities in KI-KR1 /30/ have been listed in Appendix 3.
The upper part of the bedrock (40-180 m) is typically more hydraulically conductive
than the lower part (181-1000 m). The upper part contains several sections, which are
highly conductive (>10-6 m/s) and plenty of sections of moderate conductivity (10"6-
10"8 m/s). The lower part contains only a small number of sections of moderate
conductivity, which are normally isolated through separation by thick, non-conductive
rock sections. There are two sections in the lower part of the borehole at the depth
ranges of 820.15-822.15 m and 824.15-826.15 m which are highly conductive (2.0-10"6
m/s) /30/. The hydraulic conductivities have been compared with open/filled fractures of
the core and borehole-TV fractures of KI-KR1 in Chapter 5.4.1.
4.5.2 RO-KR3
The sections measured by differential flow method were 43.0-283.5 m, 323.5-393.6 m
and 413.7 m. The non-conductive sections were 270-331 m and 390-477 m based on
preliminary study by hydraulic testing unit, HTU, (double packer unit) conducted during
1987-1992 /31/. The hydraulic conductivities 731/ have been listed in Appendix 4.
43
There are three principal zones of moderate conductivity (1O8- >10~7 m/s) at the depth
ranges of 44-130 m, 157-280 m and 335-375 m, which are seperated by relatively thick
(30-50 m). non-conductive rock sections /31/. The hydraulic conductivities have been
compared with open/filled fractures of the core and borehole-TV fractures of RO-KR3
in Chapter 5.4.2.
5 Results of core analysis and borehole-TV compared with other results
5.1 General
Fractures were correlated using the information of location of the fracture, fracture type
and fracture angle (gon), direction of dip and dip of fracture detected by each method,
aperture of TV-fracture, colour TV-image paper plots (scale 1:25 and 1:10) and core
photographs (scale ca. 1:10). Also dipmeter and televiewer logs were used. The depth
value of the fracture was the most important information when fractures were compared.
In addition it was possible for me to study some sections of cores for a one day in the
central core storage facility of Geological Survey of Finland at Loppi.
Fractures detected by each method have been compared and listed in Appendices 1 (KI-
KR1) and 2 (RO-KR3). The columns include following information: the serial number
of the core fracture in question (1. column), depth of the core fracture (2.), fracture type
in question: (Av, Ta, TaHa, TaMu, TaSa, Ti, TiHa = open, filled, slickenside, grainy,
clayey, tight, tight slickenside fracture, respectively) and fracture angle (gon) (3.),
direction of dip (4.) and dip (5.) of the core fracture, special information of fractures
(6.), e.g. weathering (Rpl = slightly weathered) or if the fracture is not mentioned in
core log due to core loss. Next columns consist of core data of borehole-TV, dipmeter
and televiewer. The final column includes the rock type in question. All abbreviations of
the rock types refer to the names explained in Chapters 3.2.1 and 3.2.2.
The length correction plays a very important role on general. There are sections, where
the depth values vary systematically several decades of centimeters due to insufficient or
lacking length correction (no length correction at all in televiewer measurements of RO-
KR3). For example in KI-KR1 at about 250 m (and near this point) there is a quite
difference between depths of borehole-TV fractures and core fractures as mentioned
before. Usually the comparison is the best near the length correction points. If there is a
long distance between these points (especially in the lower parts of KI-KR1), the
44
comparison is more difficult and more unreliable. If the fracture detected by one method
has been compared with the fracture detected by another method, the depths have varied
from each other usually ± 30 cm. The tendency of local difference at depths has been
taken into consideration. The core depth has been considered as the "real" depth.
There are cases, that there is a fracture detected by some method, but there is no core
fracture nearby or at the depth of "ghost" fracture in question. This can be partly due to
poor length correction. Especially, televiewer and dipmeter detected a lot of "ghost"
fractures. Some sections with "ghost" fractures were studied from cores, see Chapters
5.2.1 and 5.2.2. Likewise, due to the poor length correction, fracture indications can be
correlated, although they do not correlate with each other in reality. If there are a lot of
nearby fractures in the core log, it is sometimes impossible to determine the correct core
fracture which corresponds to the fracture detected by another method, e.g. if there are
no orientation data of core fractures and the fracture type and the angle of all nearby
core fractures are similar. For example in KI-KR1, see Appendix 1, at the core depth of
110.30-111.07 m the bedrock is densely fractured. It is obvious, that the correct
comparison between core fractures and fractures detected by other method is difficult to
achieve, especially when the quality of length correction is different with each method.
In this depth section the length correction of dipmeter measurements is the best one.
There are length correction points of dipmeter log nearby the core depth range
mentioned, see Table 4.
Comparisons were made in the following cases: the number and the proportion of
fractures detected, detecting of different type of fractures, the number of fractures in
core loss sections and orientation of fractures of oriented core samples and fractures
detected by borehole-TV, dipmeter and televiewer. Differential flow measurements
were correlated with core and borehole-TV fractures.
Proportions of core fractures have been counted in the following way: for example in
porphyritic granite section at 40.05-129.38 m of the core KI-KR1 there are totally 87
open, 43 filled and 160 tight fractures (Table 1). Totally 66 borehole-TV fractures
correlate with core fractures at 40.05-129.38 m (Table 6) at 40.05-129.38 m, so the
proportion is 66*100/(87+43+160) = 23%. Proportion of open fractures is 25*100/87 =
29%. If the measurement range does not completely cover the rock type section, the core
fractures are counted only at that measurement range. For example, the dipmeter
measurement range starts at 41 m in KI-KRl, so there are less fractures to be correlated
in the PORGR section (corresponding figures: 81, 37, 147).
45
The Pearson coefficient of correlation is used to determine a linear relationship with two
variables. In this study it was used to determine linear relationship between proportions
of detected core fractures with different fracture types and fracture frequency in the
boreholes. The Pearson correlation, r, between variables x and y is given by (7) /34/:
I (x-x)(y-y)r = — (7)
\JE (x-x)2I (y-y)'
where
x, y = averages of x and y, respectively.
If there is a linear relationship between x and y, then this fact is reflected in a correlation
coefficient of 1 or -1. If r = 1, then we say that x and y have perfect positive correlation.
This implies that small values of x are associated with small values of y, and large
values of x with large values of y. Perfect negative correlation implies that small values
of x are associated with large values of y and vice versa. It is seldom the variables x and
y assume the easily interpretable values of 1 or -1. However, values of r near 1 or -1 do
occur and indicate a linear trend. If r = 0, we say that x and y are uncorrelated, but we
are not saying that they are unrelated. If a relationship exists, it is not a linear one /35/.
Dips and directions of dips have been presented on a Schmidt equal area projection as a
contour diagram, plotted on the lower hemisphere and the orientations detected by each
method are compared. Usually the direction of dip varies at the range of ± 40° and the
dip at the range of ± 30°. It must be mentioned that with the dipmeter method almost
horizontal or vertical dips, the direction of dips is difficult to measure accurately, and
that affects the correlation. There are cases where the orientation differs with every
method, for example, at the core depths of 50.45 m and 51.47 m in KI-KR1, see
Appendix 1. The values of dips are similar but the directions of dips differ greatly.
There are no other fractures nearby, so the comparison is correct. The validity of the
orientation of the core is sometimes dubious when the orientation of other methods is
similar but differs from that of the core. There is an example of this in Chapter 5.3.2.
46
5.2 Number of fractures detected
5.2.1 KI-KR1
In Table 6 there are the numbers of core fractures (open, filled, tight) detected by the
borehole-TV in KI-KR1 at 40.05-1015.3 m (BIP-measuring range in KI-KR1) and the
rock in question. Correspondingly the proportion of the detected core fractures has been
calculated. Totally 15% of core fractures, that is 435, could be linked to borehole-TV
fractures. The borehole-TV detected totally 524 fractures. The average proportions of
open, filled and tight core fractures are 28%, 19% and 10%, respectively, so the
borehole-TV detected mainly open and filled fractures.
Table 6.Rock
PORGRGRPORGRPORGRDRGRDRPORGRDRPORGRPORGRDRGRDRPORGRDRMYPORGRDRMYPORGRDRMYPORGRDRGRDRPORGRDRGRDRPORGRDRGRDRPORGRDRGRDRPORGRDRMGNPORGRDRPORGRGRPORGRTOTAL:
Correlation of borehole-TV and core fractures lrDepth in core
(m)
40.05-129.38- 138.73-371.65-452.12- 470.25- 630.80- 705.00- 722.50- 728.70- 750.50-757.50- 773.20-783.10-814.00- 833.00- 850.06-851.30- 864.34- 865.90- 889.00- 892.55- 908.70-921.70- 946.90- 949.50- 977.30- 993.00- 996.00- 1015.30
Number of TV fractures/Proportion of core fracturesOpen25/29%6/55%9/20%1/33%-2/33%
--
-
--
0/0%------
------
43/28%
Filled Tight17/40% 24/15%
3/21%55/19% 38/11%20/22% 6/6%7/14% 3/4%29/17% 16/8%5/7% 6/4%2/40% 4/44%1/25% 3/38%5/24% 2/7%2/7% 3/13%5/17% 1/3%5/13% 3/11%10/23% 1/3%27/24% 8/18%1/17% 3/75%0/0% 0/0%0/0% 2/25%0/0% 0/0%22/29% 4/9%7/47% 0/0%2/22% 0/0%6/21% 4/17%7/22% 2/8%4/20% 0/0%2/13% 5/18%0/0% 1/17%0/0% 3/30%2/8% 4/27%243/ 149/19% 10%
Total66/23%9/36%102/15%27/13%10/8%47/12%11/5%6/43%4/33%7/14%5/10%6/9%8/12%11/15%35/22%4/36%0/0%2/17%0/0%26/21%7/39%2/11%10/19%9/16%4/11%7/16%1/7%3/20%6/15%435/15%
iKI-KRl.Non-correlated
Number Prop.2342874.6
1--36-
-
-
2.2---
-
89
TV fractures
of TV fract. (%)263122212903533-
17
-2115-
--50-18-----
17
47
The numbers of dipmeter fractures correlated with core fractures and the proportions of
core fractures are shown in Table 7. The dipmeter measurement was carried out at 41-
995 m and totally 640 dipmeter fractures were detected. Totally 464 dipmeter fractures
correlate with core fractures, that is 17% of core fractures. 32% of open, 16% of filled
and 16% of tight fractures correlate with dipmeter fractures. Dipmeter detected mainly
open fractures.
Table 7.Rock
PORGRGRPORGRPORGRDRGRDRPORGRDRPORGRPORGRDRGRDRPORGRDRMYPORGRDRMYPORGRDRMYPORGRDRGRDRPORGRDRGRDRPORGRDRGRDRPORGRDRGRDRPORGRDRMGNPORGRDRPORGRGRTOTAL:
Correlation of dipmeter and core fractures in KI-KR1.Depth in core Number of dipmeter fractures/
(m)
41.00-129- 138.73-371.65-452.12- 470.25- 630.80- 705.00- 722.50- 728.70- 750.50- 757.50- 773.20-783.10-814.00-833.00- 850.06-851.30- 864.34- 865.90- 889.00- 892.55- 908.70-921.70- 946.90- 949.50-977.30-993.00- 995.00
Proportion of core fracturesOpen Filled
.38 25/31% 15/41%6/55% -14/30% 54/19%0/0% 11/12%
7/14%1/17% 27/15%
6/9%0/0%0/0%2/10%2/7%7/24%2/5%6/14%16/14%
1/100% 0/0%0/0%1/25%0/0%7/9%4/27%3/33%11/38%8/25%1/5%0/0%1/11%1/50%
47/ 192/32% 16%
Tight Total30/27% 79/30%6/43% 12/48%
Non-correlated
Number Prop.261
56/16% 124/18% 297/7% 18/9%12/18% 19/16%32/16% 60/16%15/11% 21/10%0/0% 0/0%1/13% 1/8%6/21% 8/16%3/13% 5/10%12/32% 19/29%3/11% 5/8%6/19% 12/16%5/11% 21/13%3/75% 4/36%0/0% 0/0%1/13% 2/17%0/0% 0/0%6/13% 13/11%0/0% 4/22%3/33% 6/33%3/13% 14/26%3/12% 11/19%0/0% 1/3%0/0% 0/0%3/50% 4/27%0/0% 1/17%225/ 464/16% 17%
1232414-44-4-1282---8-6313.21-176
dipm. fractures
of dipm. fract. (%)2581940142940-8033-17-502833---38.501854
20-
28
There are 122 fractures detected both by borehole-TV and by dipmeter in KI-KR1.
These fractures could be linked to 109 core fractures. The numbers of open, filled and
tight fractures are 20, 53 and 36, respectively and the proportions are 14%, 4% and 3%,
respectively. If we combine the analysis of both borehole-TV logs and dipmeter logs,
totally 790 of core fractures can be detected and verified. This is 28% of all the core
fractures mapped.
48
In Table 8 there are the numbers of core fractures detected by the borehole televiewer in
KI-KR1 at 40.05-380.00 m and the rock type in question. The televiewer detected totally
178 fractures of which 111 correlated to the core fractures. This is 11% of all core
fractures. The proportions of open, filled and tight core fractures are 14%, 11% and
10%. No considerable difference in detecting fractures of different types is noticed.
Table 8. Correlation of televiewer and core fractures in KI-KR1.Rock
PORGRGRPORGRPORGRDRTOTAL:
Depth in core(m)
40.05-129.38- 138.73-371.65- 380.00
Number of televiewer fractures/Proportion of core fracturesOpen11/13%2/18%7/15%-
47/14%
Filled5/12%-33/12%0/0%38/11%
Tight25/16%3/21%25/7%0/0%53/10%
Total41/14%5/20%65/10%0/0%111/11%
Non-correlated televiewer fract.
Number41125-
67
Prop, of telev. fract. (%)501728-
38
The highest frequency of open fractures in the borehole KI-KR1 is in the granite section
at 129.38-138.73 m, 1.18 pcs/m. The highest proportion of open fractures detected by
borehole-TV and by dipmeter is found also at that section, where 55% of open fractures
were detected by both methods. Measured widhts of TV-fractures vary between 2-8 mm.
Televiewer detected 18% of open fractures in that section, which is also the highest
proportion of open fractures detected by televiewer.
The highest frequency of filled fractures is 7.69 pcs/m in the mica gneiss section at
946.90-949.50 m. The proportions of filled fractures detected by borehole-TV and
dipmeter in that section are 20% and 5%, respectively. It is very interesting to notice,
that in the low fracture frequency section (0.48 pcs/m) at 40.05-129.38 m (PORGR) the
proportions of filled fractures detected by borehole-TV and dipmeter are high, 40% and
41%, respectively. Also, in the section at 705.00-722.50 m (PORGRDR) the fracture
frequency of filled fractures is 0.29 pcs/m, the lowest in the core, and the proportion of
filled fractures detected by borehole-TV is 40%. Corresponding proportion for dipmeter
is 0%.
The highest frequency of tight fractures is 6.15 pcs/m in the mica gneiss section at
946.90-949.50 m and the proportions of mapped tight fractures are 0% and 0% for
borehole-TV and dipmeter, respectively. Because neither borehole-TV nor dipmeter
detected fractures, it is obvious that these core fractures have been hair-cracks in-situ
and the core has been broken along them during drilling. In the low fracture frequency
sections of 0.23 pcs/m at 833.00-850.06 m (PORGRDR) and of 0.38 pcs/m at 977.30-
49
993.00 m (PORGR) the proportions of tight fractures detected by borehole-TV are 75%
and 0% and by dipmeter the figures are also 75% and 0%, respectively.
Pearson correlation coefficients show that there is no clear linear relationship between
proportions of detected core fractures with different fracture types and fracture
frequency in the borehole KI-KR1 in rock sections, see Table 9. However, generally
there is a slight tendency of negative correlation, in other words small values of fracture
frequency are slightly associated with large values of proportions and vice versa. For
open borehole-TV fractures there seems to predominate a positive correlation. However,
number of correlations is low and the result is not quite clear. Pearson correlation
coefficients of televiewer fractures are also only suggestive because of few correlations.
Table 9. Pearson correlation coefficient, r, correlation between proportions of
detected core fractures with different fracture types and fracture frequency in
the borehole KI-KR1 in rock sections. N = number of correlations.KI-KRl
Borehole-TVDipmeter(Televiewer
Openr0.620.130.37
N664
Filledr0.15-0.10-0.03
N28273
Tightr-0.34-0.350.80
N29284
Totalr-0.22-0.300.68
N29284)
InKI-KRl at the depths of 48.054 m, 48.818 m, 94.07 m, 131.17 m, 131.58 m, 452.357
m, 824.216-824.871 m (tot. 6 fractures), 901.806 m, and 902.504 m there are fractures
detected by BIP which are not mentioned in core log due to core loss. There are also
"core loss" fractures detected by dipmeter at the depths of 48.717 m, 54.39 m, 94.14 m,
256.20 m, 539.55 m, 645.86 m, and 824.49 m. Dipmeter fractures at 48.717 m and
824.49 m correlate with TV-fractures at 48.717 m and 824.47 m. At the depth of
131.707 m there is one fracture detected by televiewer which is not mentioned in core
log due to core loss.
The number of non-correlating TV-fractures is 89 and it is 17% of all TV-fractures
(524). Core loss fractures are 14 of those 89 TV-fractures, so the proportion is 14%
without core loss fractures. There is one set of nearby borehole-TV fractures at 214.461-
216.956 m, totally 4 borehole-TV fractures, without correlation to core log fractures.
There are three possible fractures near these borehole-TV fracture depths in core not
mentioned in core log according to the core check done at Loppi. Two of these possible
core fractures are at the depths of 216.89 and 216.90 m. These possible fractures look
primarily like breaks, there are no evidence of fracture infilling or weathering. Totally
50
176 dipmeter fractures (28% of all dipmeter fractures) do not correlate with core
fractures. This is a considerable part of the dipmeter fractures. Seven of those 176
dipmeter fractures are core loss fractures, so the real proportion without core loss
fractures is 26%. There are many sets of nearby dipmeter fractures, which do not
correlate with core fractures, for example at the depths of 723.45-724.34 m (tot. 4
fractures), 784.38-786.38 m (tot. 5), 800.68-802.08 m and 944.43-945.40 m (tot. 4).
Core analysing at Loppi revealed that in these sections there are many break-looking
possible core fractures. The dipmeter fractures in question and correlation to possible
core fractures and borehole-TV fractures have been listed in Table 10. Totally 67 (66
without a core loss fracture) of televiewer fractures (178) are non-correlating ones. The
proportion is big, 38%. There are also sets of nearby televiewer fractures which do not
correlate with core log fractures, for example at 109.271-109.675 m (tot. 7 televiewer
fractures). However, there were no evidence of fracturing at that section in the core
according to the core studing at Loppi.
Table 10. Possible core fractures mapped as breaks in original mapping andcorrelating dipmeter and borehole-TV fractures in KI-KR1.
Possible core fracturedepth (m)723.35723.76723.88724.30784.43786.01786.44801.05801.20801.99944.70944.82945.13
Dipmeter fracturedepth (m)723.45723.84723.98724.34784.38785.99786.38801.08801.24802.08944.71944.84945.07
Borehole-TV fracturedepth (m)
945.13
5.2.2 RO-KR3
In RO-KR3 at 42.95-427.3 m (BIP-measuring range in RO-KR3) 28% of core fractures
(totally 257) could be correlated with borehole-TV fractures (Table 11). The proportion
of core fractures of RO-KR3 is almost double the size of KI-KR1. The average
proportions of open, filled and tight fractures are 25%, 48% and 24%, respectively. It is
noticed that borehole-TV detected relatively more filled fractures than open and tight
ones in RO-KR3. In KI-KR1 borehole-TV detected on average 19% of filled fractures.
51
Table 11.Rock
LTONGNMDBLTONGNTONGNLTONGNAFBTONGNGRDRTONGNTOTAL:
Correlation of borehole-TV andDepth in core
(m)
42.95-136.50- 157.00-278.00-285.30-312.00-321.00-371.00- 378.00-427.30
Numbercore fractures in RO-KR3.
of TV fractures/Proportion of core fracturesOpen16/24%2/100%16/26%0/0%'--3/19%1/33%1/33%39/25%
Filled5/24%27/64%16/43%0/0%-1/100%8/53%0/0%2/67%59/48%
Tight4/7%16/38%27/12%2/10%5/39%2/67%36/24%6/29%61/52%159/24%
Total25/17%45/52%59/19%2/9%5/39%3/75%47/26%7/27%64/52%257/28%
Non-correlated
Number Prop.10523.91444313121
TV fractures
ofTVfract. (%)291028-648248301732
In Table 12 there are the numbers of core fractures detected by the dipmeter at 44.00-
474.00 m in RO-KR3. The dipmeter detected totally 357 fractures of which 291
correlated to the core fractures, that is 26% of all fractures. The corresponding figure is
17% in KI-KR1. The proportions of open, filled and tight fractures are on average 33%,
42% and 22%, respectively. Considerably more filled fractures were detected in RO-
KR3 than in KI-KR1 (proportion 16%) by dipmeter.
Table 12.Rock
LTONGNMDBLTONGNTONGNLTONGNAFBTONGNGRDRTONGNTOTAL:
Correlation of dipmeter and core fractures in RO-KR3.Depth in core
(m)
44.00-136.50- 157.00-278.00-285.30-312.00-321.00-371.00-378.00- 474.00
Number of dipmeter fractures/Proportion of core fracturesOpen22/33%1/50%24/39%0/0%--6/38%0/0%0/0%53/33%
Filled Tight Total12/57% 15/26% 49/34%15/36% 13/31% 29/34%17/46% 46/21% 87/27%1/100% 4/20% 5/23%
2/15% 2/15%1/100% 0/0% 1/25%4/27% 46/30% 56/30%0/0% 1/5% 1/4%2/50% 59/20% 61/19%52/ 186/ 291/42% 22% 26%
Non-correlated
Number Prop.144732-2141166
dipm. fractures
of dipm. fract. (%)221273850-27801518
There are 122 fractures detected both by borehole-TV and by dipmeter in RO-KR3.
These fractures correlate to 101 core fractures. The numbers of open, filled and tight
fractures are 20, 29 and 52, respectively and the proportions are 13%, 24% and 6%,
respectively. If we use both borehole-TV logs and dipmeter logs, totally 447 of core
fractures can be detected. This is 40% of all core fractures.
52
There are totally 38 fractures detected by televiewer at 299.00-379.00 m in RO-KR3. In
R0-KR3 21 fractures detected by televiewer were correlated with core fractures, so
there are 17 fractures which are not correlated, see Table 13. The average proportion of
all fractures is only 10%. Only 4 (21%) open, 1 (6%) filled and 16 (9%) tight fractures
were detected. Because no length correction was made the result of correlation is
uncertain.
Table 13. Correlation of televiewer and core fractures in RO-KR3.Rock
LTONGNAFBTONGNGRDRTONGNTOTAL:
Depth in core(m)
299.00-312.00-321.00-371.00- 378.00- 379.00
Number of televiewer fract./Proportion of core fracturesOpen--4/25%0/0%-4/21%
Filled
0/0%1/7%0/0%
1/6%
Tight0/0%1/33%14/9%1/5%0/0%16/9%
Total0/0%1/33%19/10%1/4%0/0%21/10%
Non-correl. televiewer fractures
Number Prop.
116
17
of telev. fract. (%)
5046
45
In RO-KR3 the highest fracture frequency of open fractures is at 42.95-136.50 m
(LTONGN) and the lowest at 129.38-138.73 m (MDB). The fracture frequencies in
question are 0.73 pcs/m and 0.10 pcs/m, respectively. Borehole-TV detected 24% and
100% (tot. 2 fractures) of open fractures in these sections, respectively. Corresponding
figures for dipmeter are 33% and 50% (1 of 2 fractures). Because the number of open
fractures is low in the last section mentioned, no clear conclusions of these proportions
can be made. The proportions of open fractures in the first section are near the average.
The highest fracture frequency of filled fractures is at 129.38-138.73 m (MDB), which is
2.05 pcs/m. Borehole-TV detected 64% of filled fractures and dipmeter 36% of filled
fractures in that section. These are high scores compared to proportions of the highest
fracture section in KI-KR1, which were for borehole-TV 20% and 5% for dipmeter.
However, in KI-KR1 the highest fracture frequency in filled fractures was as high as
7.69 pcs/m. The fracture frequency of filled fractures is lowest (0.04 pcs/m) at 378.00-
474.00 m (TONGN) and the proportions of borehole-TV and dipmeter fractures are 67%
and 50%, respectively.
The highest fracture frequency (3.12 pcs/m) of tight fractures is between 378.00-476.90
m in the migmatitic tonalite gneiss section. Borehole-TV detected 52% of tight fractures
and dipmeter 20% of tight fractures in that section. The lowest fracture frequency of
tight fractures is 0.33 pcs/m at 312.00-321.00 m in the amphibolite section. Borehole-
53
TV detected 67% (of 3 fractures) and dipmeter 0% (of 3 fractures) of tight fractures.
Televiewer detected 1 of the 3 tight fractures (33%). The number of tight fractures is
low in the last section mentioned and no clear conclusions of proportions can be made.
Pearson correlation coefficients show that there is no clear linear relationship between
proportions of detected core fractures with different fracture types and fracture
frequency in the borehole RO-KR3 in rock sections, see Table 14. Also in K1-KR1 there
does not exist clear relationship. Generally there is a slight tendency of negative
correlation as in RO-KR3. Pearson correlation coefficients of open televiewer fractures
are not calculated because of only two correlations. Coefficient of filled televiewer
fractures is also only suggestive.
Table 14. Pearson correlation coefficient, r, correlation between proportions of
detected core fractures with different fracture types and fracture frequency in
the borehole RO-KR3 in rock sections. N = number of correlations.RO-KR3
Borehole-TVDipmeterTeleviewer
Openr-0.300.24
N772
Filledr0.18-0.28-0.54
N883
Tightr-0.29-0.18-0.45
N995
Totalr-0.340.03-0.39
N995
There are fractures detected by borehole-TV not mentioned in core log due to core loss
at the depths of 215.114 m, 333.65 m, 341.795 m and within the fracture zone at
349.004-352.665 m (tot. 28 fractures) in RO-KR3. Some of these fractures are detected
also by dipmeter and/or televiewer. The core loss sections at 348.90-349.84 m and at
349.84-352.84 m in RO-KR3 are shown in the borehole-TV image plot, Appendix 5.
The core photograph (scale ca. 1:10) of that section has been shown previously in Figure
1. In Appendices 6-8 there are dipmeter and televiewer logs of that same section in
question. It can be seen that the borehole-TV produces a very good view of these core
loss sections when no information from core samples can be obtained. Furthermore, it
can be seen that the image plots of borehole-TV are more representative image
documentations compared to the core photographs. The number of borehole-TV
fractures in that core loss section is also much more larger than the corresponding
numbers of dipmeter and televiewer.
54
In R0-KR3 there are fractures detected by dipmeter not mentioned in core log due to
core loss at the depths of 215.511 m, 275.955 m, 333.353 m, at the zone 349.158-
351.191 m (tot. 8 fractures which all correlate with TV-fractures), 351.450 m and
351.999 m. Televiewer fractures not mentioned in core log due to core loss are at the
depths of 349.049 m, 349.792 m, 350.332 m, 350.538 m, 351.101 m, 351.924 m which
correlate with borehole TV-fractures, at 350.538 m and 351.101 m located televiewer
fractures correlate both with the dipmeter fractures and the borehole-TV fractures. Also
at the depths of 350.548 m, 351.481 m and 351.976 m there are core loss fractures.
The number of non-correlating TV-fractures is 121 and it is 32% of all TV-fractures
(378). Core loss fractures are 31 of those 121 dipmeter fractures, so the proportion is
24% when core loss fractures are excluded. There is one set of nearby borehole-TV
fractures at 49.195-52.871 m (3 fractures) and another one at 169.81-170.723 m (3
fractures) with no clear correlation to core fractures. Core analysing revealed that there
are break-looking possible fractures at these depths, see Table 15. There are also many
TV-fractures not correlated at 296.424-320.711 m, totally 14 TV-fractures. There is a
core photograph and borehole-TV image plot of that section in Figure 16 and in
Appendix 9, respectively. The length correction of borehole-TV seems to be excellent at
this depth. The rock types in that section are leucotonalite gneiss and amphibolite. The
gneiss is banded and there are thin, light-coloured veins in amphibolite. According to
the core study at Loppi almost all of these borehole-TV fractures have been probably
characterized as thin veins by core analysing geologist and that is why these filled
"sealed" borehole-TV fractures are not mentioned in core log.
Totally 66 dipmeter fractures (18% of all dipmeter fractures) do not correlate with core
fractures. 13 of those 66 dipmeter fractures are core loss fractures, so the real proportion
is 15%. In Table 15 there are five dipmeter fractures which correlate to the possible
break-looking fractures according to the core study at Loppi.
There are 17 televiewer fractures which do not correlate with core fractures, 9 of those
fractures are core loss fractures, so the real proportion of televiewer fractures is 21%. It
must be remembered that no length correction was perfomed in RO-KR3 for televiewer
method.
55
Table 1 5. Possible core fractures mapped as breaks in original mapping and
correlating dipmeter and borehole-TV fractures in R0-K.R3.
Possible corf fracturesdepth (m)
45.1445.6346.0349.1249.3251.5252 7553.30169.83170.40
Dipmeter fracturesdepth (m)
45.1445.6946.00
51.53
53.41
Borehole-TV fracturesdepth (m)
49.2050.53
52.87
169.81170.57
i ijm 11 m i j j n 11 JTI • i m 11 m
Figure 16. Photograph (scale ca. 1:10) of the core sample of RO-KR3 151.
56
5.3 Correlation of fracture orientations
Dips and directions of dips were presented on a Schmidt equal area projection as
contour diagrams on the lower hemisphere and compared. The Schmidt contour
diagrams were calculated and plotted by the computer. The main sources of error in the
correlation between core, borehole-TV, dipmeter and televiewer orientations are:
(1) The orientations of core fractures were detected at even intervals of 5 gon (4.5°).
(2) Failed orientation in some sections of the core sample is possible.
(3) No differences in deviation of the borehole are taken into consideration in the
borehole-TV measurements.
(4) When the fracture is long, almost parallel to the borehole, almost vertical or
almost horizontal, direction of dip and dip detected by 3-arm dipmeter are
uncertain.
(5) Nearby fractures intersecting each other make determination of the orientation
unreliable.
(6) The widened borehole affects the orientation measurements of borehole-TV,
dipmeter and televiewer.
(7) If the length correction is poor, the correlations of fractures are unreliable.
5.3.1 KI-KR1
According to Table of Appendix 1 there are 74, 72 and 26 oriented fractures of the core
log KI-KR1 correlated with borehole-TV, dipmeter and televiewer fractures,
respectively. As a total, 122 fractures of borehole-TV and dipmeter are correlated.
First the Schmidt contour diagrams of core and borehole-TV fracture orientations are
examined, totally 74 observations, see Figure 17. In the core fracture diagram the
highest frequency of points is 13% in the orientation of 15°/75° (direction of dip/dip
angle). The frequency of 13% means that 13% of all the points lie within an area equal
to 1% of the total area of the diagram 161. There is also another minor concentration of
core fractures with the orientation of 200°/5°. In the borehole-TV fracture diagram the
highest frequency of points is 10% in the orientation of 30°/80°, so the main orientation
of core fractures correlates well with the main orientation of dipmeter fractures. Also the
other main orientation of borehole-TV fractures in 225°/10° is similar to that of core.
Although, there is some distribution in the fractures of steep dips; dips of steep core
fractures are 5°-10° lower than dips of borehole-TV fractures.
57
Figure 17. Schmidt contour diagrams of core (left) and borehole-TV (right) fracture
orientations in KI-KR1. Observations: 74, contours: 1%, 3%, 6%, 9%, 12%.
There are totally 72 observations in Schmidt contour diagrams of core and dipmeter
fractures, see Figure 18. In the core fracture diagram the highest frequency of points is
10% in orientation of 180°/5o-20°. In the direction of 45° there is a concentration of
quite steep core fractures. In the dipmeter fracture diagram the highest frequency of
points is 13% in the orientation of 315°/5°. The difference in direction of dip between
core and dipmeter fractures is due to the fact that the direction of almoust horizontal
fractures detected by dipmeter is uncertain. There is another main orientation of
dipmeter fractures in 35790°. This orientation is similar to the concentration of steep
core fractures. Dips of steep core fractures are lower than dips of dipmeter fractures.
Figure 18. Schmidt contour diagrams of core (left) and dipmeter (right) fracture
orientations in KI-KR1. Observations: 72, contours: 1%, 2%, 4%, 6%, 8%.
58
Schmidt contour diagrams of core and televiewer orientations are illustrated, totally 26
observations, in Figure 19. In the core fracture diagram the highest frequency of points
is 15% in orientation of 330°/70°. There is also another minor concentration of fractures
with the orientation of 200°/20°. In the televiewer fracture diagram the highest
frequency of points is 19%. The main orientations are in 5790° and in 335765°. The
less concentrated orientation of televiewer fractures is in 110725°. There is a quite
considerable distribution of fractures, even though the orientation of core fractures in
330770° correlates well with the orientation of televiewer ones in 335765°.
Figure 19. Schmidt contour diagrams of core (left) and televiewer (right) fracture
orientations in KI-KR1. Observations: 26, contours: 1%, 3%, 6%, 9%, 12%.
There are totally 122 observations in Schmidt contour diagrams of borehole-TV and
dipmeter fractures, see Figure 20. In the borehole-TV diagram the highest frequency of
points is 9% in the orientation of 230720°. There is another main orientation in 50790°.
In the dipmeter fracture diagram the highest frequency of points is also 9% in the
orientation of 27075° which correlates quite well with the borehole-TV main
orientation. There is another main orientation of dipmeter fractures in 35790°. This
orientation is similar to that of borehole-TV.
59
Figure 20. Schmidt contour diagrams of borehole-TV (left) and dipmeter (right)
fracture orientations in KI-KR1. Observations: 122, contours: 1%, 2%, 4%,
6%, 8%.
Schmidt contour diagrams of borehole-TV and televiewer orientations, totally 27, are
illustrated in Figure 21. In the borehole-TV diagram the highest frequency of points is
14% in the orientation of 45785°. There is also other minor concentrations of fractures
with the orientation of 10780° and 230720°. In the televiewer fracture diagram the
highest frequency of points is 22% and its orientation is in 350780°. Other main
orientations are in 10780° and in 160715°. There is a quite considerable distribution of
fractures, even though the orientations are relatively similar between borehole-TV and
televiewer fractures.
Figure 21. Schmidt contour diagrams of borehole-TV (left) and televiewer (right)
fracture orientations in KI-KR1. Observations: 27, contours: 2%, 4%, 7%,
11%, 16%.
60
5.3.2 R0-KR3
The comparison of orientation ofTV-fractures with the orientation of oriented core was
performed. In the comparison of R0-KR3 there was noticed a section in 204.16-209.3 m
of the core sample which was oriented incorrectly, see Appendix 2. The direction of dip
of fractures detected by borehole-TV is larger than the direction of dip of core fractures.
It is circa 90° larger in the TV-fractures correlated with core fractures no: 360 and 362
and circa 180° larger in the TV-fractures correlated with core fractures no: 367 and 371.
According to the drilling report of RO-KR3 151 the sample has been rotated during
orientation at the depth of 209.30 m and the orientation has stopped. The correlation
indicated that the core sample has rotated before noticing it. The core fractures
mentioned are not included to the comparison when discussing about orientations.
According to Table of Appendix 2 there are 65, 57 and only 3 oriented fractures of the
core log RO-KR3 correlated with borehole-TV, dipmeter and televiewer fractures,
respectively. The number of observations affect the correlation. The greater the number
of observations is the more reliable is the correlation. So, the correlation with televiewer
and core fractures is not made, because there are only 3 observations, which does not
give a reliable illustration of correlation. Totally 122 fractures of borehole-TV and
dipmeter were correlated.
First the Schmidt contour diagrams of core and borehole-TV orientations are examined,
totally 57 observations, see Figure 22. In the core fracture diagram the highest frequency
of points is 21% and it is in the orientation of 260°/45°. In the borehole-TV fracture
diagram the highest frequency of points is 19% and its orientation is 270°/45°. The
diagrams are very similar and no considerable distribution is visible. The correlation is
very good.
61
Figure 22. Schmidt contour diagrams of core (left) and borehole-TV (right) fracture
orientations in RO-KR3. Observations: 57, contours: 1%, 2%, 5%, 10%,
15%.
Schmidt contour diagrams of core and dipmeter orientations, totally 65, are illustrated in
Figure 23. In the core fracture diagram the highest frequency of points is 10% in the
orientation of 250°/40°. There is also another minor concentration of core fractures with
the orientation of 60°/30°. In the dipmeter fracture diagram the highest frequency of
points is 9% and its orientation is in 270°/50°. Another main orientation is in 45720°.
The orientations correlate well with each other.
Figure 23. Schmidt contour diagrams of core (left) and dipmeter (right) fracture
orientations in RO-KR3. Observations: 65, contours: 1%, 3%, 5%, 7%,
12%.
62
There are totally 122 observations in Schmidt contour diagrams of borehole-TV and
dipmeter see, Figure 24. In the borehole-TV diagram the highest frequency of points is
9% in the orientation of 270740°. In the dipmeter fracture diagram the highest
frequency of points is 13% in the orientation of 270735° which correlates very well
with the borehole-TV main orientation. The diagrams of borehole-TV and dipmeter are
very similar, almost look-alikes.
Figure 24. Schmidt contour diagrams of borehole-TV (left) and dipmeter (right)
fracture orientations in RO-KR3. Observations: 122, contours: 1%, 2%, 4%,
6%, 8%.
Schmidt contour diagrams of borehole-TV and televiewer orientations, totally 12, are
illustrated in Figure 25. In the borehole-TV diagram the highest frequency of points are
16% in the orientations of 280740° and 40790°. In the televiewer fracture diagram the
highest frequency of points is 25% and its orientation is in 300725° which correlates
quite well with the borehole-TV orientation of 280740°. It must be noticed that only 12
fractures are correlated.
63
Figure 25. Schmidt contour diagrams of borehole-TV (left) and televiewer (right)
fracture orientations in R0-KR3. Observations: 12, contours: 2%, 6%, 10%,
14%.
5.4 Core and borehole-TV fractures vs. differential flow measurements
The hydraulic conductivities and the related, potentially-water-conducting core fractures
along the depth interval sections are presented for boreholes KI-KR1 and RO-KR3 in
Appendices 3 and 4, respectively. In principle, for every given 2 m depth interval
section of the rock, which is regarded as water conductive (> 10"10 m/s), open fractures
have been used (if available) to explain the hydraulic conductivity. If no open fractures
have been found for a certain conductive rock section, filled fractures have been
presented. Measurement intervals of 10 cm were used in location of the most
hydraulically conductive fractures or sections. Depth error of the measurement is ± 7 cm
+ X. The first part is random, caused by measurement interval of 10 cm. The unknown
part X is due to cable length errors /30, 31/.
Borehole-TV fractures which correlate with potentially-water-conducting core fractures
have also been listed. If there is a borehole-TV fracture with aperture of > 3 mm, which
correlates to tight or filled fracture not mentioned in the list of water-conducting
fractures, it has also been supplemented. There are borehole-TV fractures, which can be
water-conducting ones (with wide aperture) and not correlated with core fractures, for
example when there are no core fractures which can explain the hydraulic conductivity,
but there are borehole-TV fractures with wide aperture which can. These fractures have
also been supplemented to the list. All 2 m sections where hydraulic conductivity is
10'1 * m/s have been removed.
64
5.4.1 KI-KR1
In the upper part of the bedrock, the correlation is good and clear between the
conductive rock sections and the presence of potentially-water-conductive open (mainly)
fractures (Appendix 3) in core log of KI-KR1. However, there are conductive sections in
the bedrock, that either contain only filled fractures or lack of presence of any
potentionally-water-conducting (filled/open) fractures in their vicinity.
The conductive rock sections specifically revealed in the hydraulic tests with 10 cm
measurement intervals at the depths of 62.88 m, 169.98 m and 170.88 m correlate with
single, open fractures reported /21/ and verified at the depths of 61.45 m, 169.29 m and
171.01 m, respectively. On the other hand, no filled or open fractures can be found in
the vicinity of the conductive section at the depth of 214.66 m /30/. Borehole-TV found
one fracture at that depth, at 214.657 m, of 2 mm aperture.
There are many moderately conductive (10"8-10-6 m/s) 2 m sections, where no TV-
fractures have been detected, for example at 66.94-68.94 m, 68.94-70.94 m, 177.15-
179.15 m and 183.16-185.16 m. However, there are borehole-TV fractures (with
aperture >3 mm) not correlated with core fractures, which can explain the hydraulic
conductivity entirely, at 71.616 m, 77.124 m and 216.941 m. Borehole-TV fractures not
correlated with core fractures have been supplemented also in sections where open
and/or filled fractures have already been listed. Fractures of this kind exist for example
at 120.525 m (aperture 13 mm), 118.656 m (aperture 12 mm), 125.279 m (aperture 41
mm) and 147.711 m (aperture 37 mm). Also five core loss fractures have been
supplemented. There are two borehole-TV fractures with aperture of > 3 mm, which
have been classified as tight fractures and not listed in the original potentially-water-
conducting fracture list /30/, and which can explain the hydraulic conductivity. They are
at the depths of 73.92 m and 74.74 m.
5.4.2 RO-KR3
A good correlation between the conductive rock sections and the presence of
potentially-water-conducting open (mainly) and filled fractures can be seen along the
entire length of the borehole RO-KR3 (Appendix 4). The hydraulic tests with 10 cm
measurement intervals reveal the conductive rock sections at the depths of 72.85 m,
228.38 m, 348.74 m and 348.90 m, which are very well correlated with the presence of
65
single, open fractures found in the core log observations at the depths of 72.81 m.
228.26 m and a series of open fractures reported 151 and verified at the depth range of
348.43-348.91 m, respectively. On the other hand, there is a weak correlation between
the sections revealed by the same tests at the depths of 113.97 m and 165.78 m and the
presence of fractures at the depths of 114.42 m (open) and 165.99 m (filled),
respectively/31/.
There are some moderately conductive (10"s-10"6 m/s) 2 m sections, where no borehole
TV-fractures have been detected, for example at 89.12-91.13 m. There is also one highly
conductive (>1O6 m/s) section at 171.28-173.28 m, where no borehole-TV fractures
have been detected. However, there is one section where borehole-TV fracture not
correlated with core fracture explains the hydraulic conductivity, at 212.916 m (with
aperture of 12mm). The section of 273.45-275.45 m can be explained with borehole-TV
fractures at 273.475 and 273.59 m (apertures 4 mm). The first fracture correlates with
tight fracture. Borehole-TV fractures not correlated with core fractures have been
supplemented also in sections where open and/or filled fractures have already been
listed. Fractures of this kind are for example at 117.916 m (aperture 5 mm), 212.916 m
(aperture 6 mm), 221.885 m (aperture 5 mm) and 422.079 m (aperture 11 mm). Also six
core loss fractures have been supplemented. There are many borehole-TV fractures
which are potentially-water-conducting fractures with aperture of > 3 mm, which have
been classified as tight or filled fractures and not listed in the original potentially-water-
conducting fracture list /30/, for example at 80.644 m (aperture 13 mm).
66
6. Summary
Core analysis, borehole television (BIP 1500-system), three-arm dipmeter, borehole
televiewer and differential flow measurements are the methods described and compared
in this master's thesis. The material for the study is from the measurements performed
in the borehole KI-KR1 at the Kivetty site and in the borehole R0-KR3 at the
Romuvaara site in Finland.
Comparisons were made in the following cases: the number and the proportion of
fractures detected, detecting of different type of fractures, the number of fractures in
core loss sections and orientation of fractures detected by borehole-TV, dipmeter and
televiewer. Differential flow measurements were compared with core and borehole-TV
fractures. After the comparison study there was a possibility to study visually some
sections of cores.
During the study it was not possible for me to study the borehole-TV image from the
monitor and study the cores. These factors made the study very difficult. Also the
dipmeter and televiewer fractures were interpreted by another person. In the future there
should be a possibility to follow and participate in the interpretation and analysing
study, if the results of cores, borehole-TV and other measurements are compared.
The most crusial factor in this study is the detailed length correction procedure. With
poor or nonexistent length correction it is impossible to obtain realible results. The
length correction was the best with borehole-TV, because the correlation of fractures
was the clearliest to perform. There were seldom sections where problems arised.
Comparing dipmeter results and especially televiewer results with core there often
arised problems. No length correction could be made with televiewer measurements in
R0-KR3.
In KI-KR1 15%, 17% and 11% of core fractures correlate with borehole-TV, dipmeter
and televiewer fractures, respectively, at the measurement range of the method in
question, see Table 16. Borehole-TV detected mainly open fractures and filled fractures.
Most of the fractures detected by dipmeter are open. Both borehole-TV and dipmeter
detected relatively more open fractures than filled and tight fractures. With televiewer
no considerable difference in detecting fractures of different types was noticed. In RO-
KR3 the same figures for borehole-TV, dipmeter and televiewer are 28%, 26% and
10%, see Table 17. Both borehole-TV and dipmeter detected relatively more filled
67
fractures than open fractures in R0-KR3. Televiewer detected relatively more open
fractures than filled and tight ones. The difference between boreholes is due to
fracturing of different type and rock type in question.
Table 16. Proportions of core fractures correlated with fractures detected by method in
question inKI-KRl.
KI-KR1
Open
Filled
Tight
Total
Borehole-TV
28%
19%
10%
15%
Dipmeter
32%
16%
16%
17%
Televiewer
14%
11%
10%
11%
Table 17. Proportions of core fractures correlated with fractures detected by method in
question in RO-KR3.
RO-KR3
Open
Filled
Tight
Total
Borehole-TV
25%
48%
24%
28%
Dipmeter
33%
42%
22%
26%
Televiewer
21%
6%9%
10%
The average fracture frequency of tight fractures is quite high in KI-KR1 and especially
in RO-KR3 compared to open and filled fractures. This is one of the reasons why a lot
of core fractures were not detected with any of the methods used. It is known that tight
fractures are difficult to detect by borehole-TV, dipmeter and televiewer. The resolution
of borehole-TV measurements can be improved, but then the data size will be also
larger and the data processing more time-consuming. Also it must be remembered, what
kind of information we want to know from the bedrock. Are the smallest fractures
important? They are not important for the hydraulic conductivity, but probably in the
rock mechanical point of view.
Fractures can be classified as breaks, also. For example in KI-KR1 there are several
sections, where dipmeter detected fractures and there are no fractures mentioned in core
log. According to the core study, there are several break-looking possible fractures
which correlate with the "ghost" fractures detected by dipmeter. It is not known, if these
are real fractures or if the drilling may have crushed the borehole wall and produced
these artificial fractures. Usually no borehole-TV fractures were detected at these
depths.
68
The low numbers of televiewer fractures detected were due to decentralization of the
televiewer probe in the boreholes KI-KR1 and R0-KR3 and the narrow borehole
diameter. The low numbers of televiewer fractures made the correlation unreliable. Also
the televiewer measurements of the borehole R0-KR3 were not length corrected and
this affected also results.
There was no clear linear relationship between proportions of different kinds of core
fractures detected and the fracture frequencies in different rock types in boreholes KI-
KR1 and R0-KR3 according to the Pearson correlation coefficients. However, different
kind of correlation could be possible to achieve, if the comparison will be made between
separate fracture zones and intact bedrock. The rock type did not affect on the number of
borehole-TV fractures detected. For example borehole-TV detected fractures averagely
in coarse-grained porphyritic granodiorite sections in KI-KR1. However, in the
amphibolite section in R0-KR3 there are plenty of "ghost" fractures detected by
borehole-TV. Core study confirmed that almost all of these features characterized as
"sealed" filled fractures by borehole-TV analysing geologist were characterized as thin
veins by core analysing geologist. So these borehole-TV fractures have not been listed
in core log. As shown, two geologists may characterize the features differently.
Borehole-TV gives the best image of core loss sections compared to dipmeter and
televiewer. Borehole-TV produces a colour image plot of the core loss sections in
addition to fracture detections. These images produce information on the rock quality,
weathering, etc. Televiewer and dipmeter detected also less fractures in core loss
sections than borehole-TV.
According to orientation analysis in KJ-KR1, it seems that the steep fractures from core
have systematically lower dips than borehole-TV and dipmeter. The steep fractures of
borehole-TV correlate well with the steep fractures of dipmeter. Correlations between
core and borehole-TV orientations and borehole-TV and dipmeter orientations were
good. There are differences in directions of low dips between core and dipmeter and
borehole-TV and dipmeter which is due to dipmeter measurements only with three
electrodes. Correlations of orientations in R0-KR3 were very good between all
methods, especially between borehole-TV and dipmeter. The correlation between the
televiewer and the borehole-TV orientations was not that good because of few
observations.
69
Hydraulic conductivity correlated mainly with open and filled fractures both in the
borehole KI-KR1 and in the borehole R0-KR3. Borehole-TV fractures supplemented
and verified the potentially-water-conducting core fracture data. However, there are
some conductive sections, where are neither core fractures nor borehole-TV fractures
which explain the conductivity.
It seems that the true appearance of fracturing exists between the results of all these
methods. Combined use of methods is proposed, because the methods complement each
other. This study gives the impression that the use of core analysis and borehole-TV
measurements together can produce a comprehensive image of the bedrock in the
borehole. Where no core data can be obtained, for example in the core loss sections,
there is a possibility to get an image of that section by borehole-TV measurements.
There are a lot of boreholes where no core is obtainable, for example percussion drilled
boreholes. Borehole-TV measurements are suitable for boreholes of this kind, e.g.,
fracture orientation, weathering and rock type information can be obtained. Dipmeter
method can also be used with core analysis and borehole-TV measurements, especially
when the quantity of open fractures is considered. However, one thing must be taken
into consideration: the expenditure on every method, the cost of measurements, data
processing, analysing, etc. No cost estimates of these methods were available, but
probably the use of these methods can be restricted due to the costs.
70
SUPPLEMENT
Two conclusive figures were compiled after the report was finished to describe the
achieved results.
On the following page 72 Figure 26 summarises graphically the results from Kivetty
borehole KR1. The base data from core had 2850 fractures. Oriented samples consisted
of 417 fractures (14.6 %). Borehole-TV and electrical dipmeter recorded 265 additional
features. Many of them are fractures from core loss sections, from places where no suit-
able candidates from core could be found (depth uncertainty, mapped as vein in core or
as an artificial core break). However, borehole-TV has veins interpreted as fractures and
some fractures may reach the borehole wall but are not visible in core sample. On the
other hand, dipmeter has features originating from electrically conductive mineral grains
and veins and sometimes oscillating borehole wall rugosity may have caused interpreted
anomalous features.
The best estimate is that Kivetty KR1 borehole has 3000 - 3100 fractures. If overlapping
indications are excluded about 1200 fractures could be orientated and correlated to core
with the methods discussed. This means that fracture orientation recovery has improved
to 38 - 40 % of total fracturing - a significant improvement compared to original 14.6 %
value.
In the Figure 27 on the page 73 are the results from Romuvaara KR3 presented in a
similar manner. The basic core data had 1124 fractures and oriented portion was consid-
erably higher 25.4 %. Taking into account the additional features observed by borehole-
TV and dipmeter, the total amount of fractures is between 1200 - 1300. Again, there is
overlapping indications with the mapping methods used. It is estimated that 700 - 750
fractures mapped in core could be orientated as a whole. Consequently, fracture orienta-
tion recovery has increased up to 54 - 63 % which more than doubles the total number
oriented originally.
71
KIVETTY, BOREHOLE KR1Core mapped 2850fractures
TV mapped,not in core
Dipmeler mapped^not in core
- ] 09 fractures commonin core, dipmetcr and TV
Statistics offractures in core
Tight 51.0
Filled 44.0 <£
Open 5.4 °.i
- 74 core orientedfractures correlatedboth in core and TV
TV: total of 524 features
DIPMETER:total of 640 features
2 core orientedfractures correlatedboth in core anddipmclcr.
CORE FRACTURES:
n
m
Unoricnled.2433 fractures
Oriented,417 fractures
Borehole KR1 has a total of about3000 fractures or more.Improved fracture orientationrecovery by using core, dipmeterand borehole TV was about 1200fractures (38-40 % of the total).
Figure 26. file: KI-KR1 summ.sp.kuva
72
ROMUVAARA, BOREHOLE KR3Core mapped 1124fractures
TV mapped,not in core.
Dipmeter mapped)not in core.
-101 fractures commonin core, dipmeter and TV
Statistics offractures in core
Tight 74.6 % •
i-VA"-'".".-:̂ Filled 10.9 %
Open 14.5 %
- 57 core orientedfractures correlated bothin core and TV.
TV: total ol378 features
DIPMETER:total of 357features
CORE FRACTURES
- 65 core orientedfractures correlatedboth in core anddipmeter.
I 1 Unoricnled,838 fractures
| H Oriented,286 fractures
Borehole KR3 has a total of about1200 - 1300 fractures.Improved fracture orientationrecovery by using core, dipmeterand borehole TV was 700 - 750fractures (54-63 % of the total).
Figure 27.file: RO-KR3.summ.sp.kuva
73
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Finland 1994. Robertson Geologging Limited. TVO/Site Investigation Project,
Work report 95-08e. 15 p.
14 Stock, J. M., Healy, J. H., Hickman, S. H. & Zoback, M. D. Hydraulic Fracturing
Stress Measurements at Yucca Mountain, Nevada, and Relationship to the
Regional Stress Field. Journal of Geophysical Research 90 (1985) BIO, p. 8691-
8706.
15 Morin, R. H., Moos, D. & Hess, A. E. Analysis of the borehole televiewer log
from DSDP hole 3 95 A: results from the DIANAUT program. Geophysical
Research Letters 19 (1992) 5, p. 501-504.
16 Zemanec, J., Glenn, E. E., Norton L. J. & Caldwell, R. L. Formation
evaluation by inspection with the borehole televiewer. Geophysics 35 (1970)
2, p. 254-269.
17 Lefeuvre, R., Turpening, R., Caravana, C , Born, A. & Nicoletis, L. Vertical
open fractures and shear-wave velocities derived from VSPs, full waveform
acoustic logs, and televiewer data. Geophysics 58 (1993) 6, p. 818-834.
18 Siddans, A.W.B. & Morecroft, S., 1995. Borehole televiewer test in borehole
RO-KR3 at Kuhmo Romuvaara site and in borehole KI-KR1 at Aanekoski
Kivetty site, Finland 1994. Robertson Geologging Limited. TVO/Site
Investigation Project, Work report PATU-95-09e. 14 p.
19 Siddans, A.W.B. A new digital acoustic borehole televiewer. Robertson
Geologging Limited. Brochure. 26 p.
75
20 Rouhiainen, P., 1993. Virtausmittarin kaytto vedenjohtavuusmittauksessa,
kenttatesti Kivetyn alueen kairanreiassa KR6B. PRG-Tec Oy. Espoo,
TVO/Paikkatutkimusprojekti, Tyoraportti PATU-93-03. 23 p.
21 Rouhiainen, P., 1995. Testimittaukset virtausmittauslaitteistolla Eurajoen
Olkiluodossa, kairanreika KR6. PRG-Tec Oy. Espoo,
TVO/Paikkatutkimusprojekti, Tyoraportti PATU-94-25. 19 p.
22 Rouhiainen, P., 1996. Difference flow measurements at the Kivetty site in
Aanekoski, boreholes KR1-KR3, KR5, KR8 and KR9. PRG-Tec Oy. Espoo,
POSIVA/Site Investigation Project, Work report PATU-95-36e. 24 p.
23 Anttila, P. (ed.), Paulamaki, S., Lindberg, A., Paananen, M., Koistinen, T., Front,
K. & Pitkanen, P., 1992. The geology of the Kivetty area, summary report.
Helsinki, Nuclear Waste Comissions of Finnish Power Companies, Report YJT-
92-07. 40 p.
24 Saksa, P. (ed.), Paulamaki, S., Paananen, M, Anttila, P., Ahokas, H., Front, K.,
Pitkanen, P., Korkealaakso, J. & Okko, O., 1992. Kivetyn alueen kalliopera-
malli, yhteenveto. TVO/Paikkatutkimukset, Tyoraportti 92-61. 101 p.
25 Anttila, P. (ed.), Paulamaki, S., Lindberg, A., Paananen, M., Pitkanen, P., Front,
K. & Karki, A., 1990. The geology of the Romuvaara area, summary report.
Helsinki, Nuclear Waste Comissions of Finnish Power Companies, Report YJT-
90-21. 42 p.
26 Saksa, P. (ed.), Paananen, M., Paulamaki, S., Anttila, P., Ahokas, H., Pitkanen,
P., Front, K. & Vaittinen, T., 1992. Bedrock model of the Romuvaara area,
summary report. TVO/Site investigations, Work report 92-06. 97 p.
27 Paulamaki, S., 1988. Konginkankaan Kivetyn kivilaji-ja rakokartoitus. Espoo,
Geologian tutkimuskeskus, Ydinjatteiden sijoitustutkimukset.
TVO/Paikkatutkimukset, Tyoraportti 88-61. 69 p.
28 Suomen Malmi Oy, 1988b. Syvakairaus KI-KR1 Konginkankaan Kivetyssa
1988. Espoo, Suomen Malmi Oy. TVO/Paikkatutkimukset, Tyoraportti 88-30.
17 p.
76
29 Paulamäki, S., 1987. Kuhmon Romuvaaran kivilaji-ja rakokartoitus. Espoo,
Geologian tutkimuskeskus, Ydinj ätteiden sijoitustutkimukset.
TVO/Paikkatutkimukset, Työraportti 87-24. 40 p.
30 Melamed, A. & Front, K., 1995. Hydraulically conductive fractures in
boreholes KR1, KR2, KR3, KR5, KR8 and KR9 at Kivetty, Äänekoski. Espoo,
VTT Communities and Infrastructure Rock and Environmental Engineering.
TVO/Site Investigation Project, Work report PATU-95-61e. 48 p.
31 Melamed, A. & Front, K., 1995. Hydraulically conductive fractures in
boreholes KR3, KR4, KR7, KR8 and KR9 at Romuvaara, Kuhmo. Espoo, VTT
Communities and Infrastructure Rock and Environmental Engineering.
TVO/Site Investigation Project, Work report PATU-95-41e. 33 p.
32 Saksa, P., 1996. Dipmeter and core log depth comparisons. Fintact,
memorandum FT-11.1.1996-PATU-Dipmeter & core depths, job no. 32A. 4 p.
33 Paillet, F., L. & Kunsoo, K. Character and Distribution of Borehole
Breakouts and Their Relationship to in Situ Stresses in Deep Columbia River
basalts. Journal of Geophysical Research 92 (1987) B7, p. 6223-6234.
34 Parkkinen, J., 1992. Geomatematiikka. Espoo, TKK, Materiaali-ja
kalliotekniikan laitos, Opetusjulkaisu TKK-IGE C 15. p. 45-46.
35 Milton, J. S. & Arnold, J. C. 1990. Introduction to Probability and Statistics.
Principles and Applications for Engineering and the Computing Sciences.
McGraw-Hill, Inc, second edition, p. 157-160.
77
Appendices
1 All fractures detected by core analysis, borehole-TV, dipmeter and televiewer in
KI-KR1.
Abbreviations:
Av/TaVTaHa/TaMu/TaSa/Ti=open/filled/slickenside/grainy/clayey/tight fracture.
Rpl = slightly weathered. * = core fracture list updated 1995. Borehole-TV,
dipmeter and televiewer depths typed in bold style are used in the length
correction. All abbreviations of the rock types have been explained in Chapter
3.2.1.
2 All fractures detected by core analysis, borehole-TV, dipmeter and televiewer in
R0-KR3.
Abbreviations:
Av/TaVTaHa/TaMu/TaSa/Ti/TiHa=open/filled/slickenside/grainy/clayey/tight/
tight slickenside fracture. Rpl = slightly weathered. * = core fracture list
updated 1995. # = depths of fractures corrected 1996. Borehole-TV and dipmeter
depths typed in bold style are used in the length correction. All abbreviations of
the rock types have been explained in Chapter 3.2.2.
3 Hydraulic conductivities and core fracture data by 2 m depths intervals /30/
compared with borehole-TV fracture data in KI-KR1.
4 Hydraulic conductivities and core fracture data by 2 m depths intervals /31/
compared with borehole-TV fracture data in R0-KR3.
5 The borehole-TV image plot (1:10) at 347.569-351.581 m of the borehole RO-
KR3 /8/.
6 Section of dipmeter resistivity data at 45-52 m and 334-353 m of the borehole
RO-KR3 in a scale of 1:100 /12, length corrected afterwards/.
7 Section of televiewer travel-time image and amplitude image at 348-352 m of
the borehole RO-KR3 in a scale of 1:10 /18/.
8 Section of interpreted televiewer data at 348-352 m of the borehole RO-KR3 in
scale of 1:10 /18/.
78
The borehole-TV image plot (1:25) at 311.011-321.024 m of the borehole RO-
KR3/8/.
79
Appendix! (1/41)
Cor*
frwttun
serial no
1
2
1
4
5
6
1
8
9
10
11
1213U
15
16
IT
18
19
20
21
22
23
24
25
26
21
28
29
30
31
32
33
34
35
36
37
31
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
6]
64
65
66
67
Condeplh
(ml4014
40 17
40.22
40 38
40 41
40 41
40 42
40 42
4045
40 46
4047
40.51
40.52
40.53
40 56
40 56
40.67
407
4071
40.72
40.74
40 77
40 78
40 92
4093
4107
4108
41 II
4137
4166
41.6S
41 87
42.11
42.11-12.10
42.21
4246
4261
4394
4423
4453
44 64
44.W
45
4506
4308
45.13
45 16
45 18
45 19
45.2
452
45.21
45.73
4576
459
45.95
4596
46 05
46.16
46.29
4632
4637
46 43
466
46 62
46 69
4675
46 77
COTt
fncliype(jon)T16O
TiHaCG
Av95
Av80
Av50
Ti70
Ti40
Ti40
Av30
TiSO
TiSO
TlMuTO
T1MU40
TlMu90
TlMuSO
TiSO
Ti60
Av60
Ti20
TiHO
Ti70
AV60
TlMu70
T16O
Ti 10
Ti25
Av30
Av40
TJH175
AV 15
TiSO
TiO5
TI80
AvIS
T1S»8S
Ti20
Tl60
Av21)
T I H J S O
TJMuSO
Ti30Av20
TiSO
Av30
TiSO
T|3O
Av35
Avl5
Ti 15
Ti2S
Ti 10
TJMu65
Ti30
TlOO
T|35
T.25
Av 15
TIM116S
T|85
TtHa45
TlMu65
Ti95
Av55
TiSO
Av65
TiSO
TinuiTS
Condir.rf
dipf)
3069
2169
351.9
369
225.9
214,9
24t4
2439
2214
549
171.9
639
729
414
144 9
369
111
2304
1089
999
234 9
504
2169
459
459
225 9
414
342 9
2214
243.9
207.9
41 4
414
819
189 9
O r ,
dip
f)
43.2
882
47.7
74.7
162
2.7
16.2
29.7
56.7
2.7
297
11.7
52.2
27
657
I I
197
2.7
47.7
522
25 2
18
7.2
70.2
2.7
72
7.2
657
7.2
162
2.7
27
74.7
79.2
56.7
C»Tt
•pccUl
Rpl
TV
deplt
m)
40 149
40 394
40 567
40.763
40 95
41.392
41.667
TV
dir. oT
dipC)
266
IT
342
31
217
45
166
C o n tou ML 0.07 si (Mesa, rcuoaj)
43413
44 187
44 579
45.703
45983
46 112
260
204
92
221
271
27
TV
dip
O
56
85
43
79
14
90
32
15
6
54
15
7
73
TV
•pen.
(mm)
2
2
2
4
1
4
2
]
5
1
3
4
4
Dipm.
dcptli
(ml
41.428
41.589
4244
43.245
41.629
43 961
U.199
4 ! 135
45332
45577
45.977
46 113
4657
Dips .
dir. of
dipC)
12B
166
276
1
88
296
1
10
31
75
31
28
346
D i p . .
dip
C)
776
697
I
13.3
647
429
654
73 t
618
74 1
753
77 1
28 1
TW
dcptt
(m)
45 13
T *
dir. oT
dipC)
3 !«
TW
dip
O
Mi
Rock
POROR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
80
s = S 3 S S S S £ S » S
Appendix 1 (3/41)
129
nois:132
133
134
I3S
136
137
1)5
139
140
141
142
143
144
145
146
U 7
141
149
ISO
1SI
152
153
1S4
1S5
ISA
157
158
159
160
161
162
163
164
165
166
167
161
169
170
171
172
173
174
175
176
177
171
179
180
181
182
183
184
18S
I K
187
IBS
67.36
67 79
67.94
68 27
6831
6833
6834
68 45
68 49
69 08
69.45
69 47
69 48
69.59
70.12
71.22
7325
73 31
73 92
74 74
78.65
79.06
79.65
79.66
80.M
80.57
1109
119
81 93
1214
85 54
86.78
8619
87.03
87.27
87.55
87.72
87.83
(845
1903
8907
89.87
9 1 4
9144
9161
9171
9193
92 07
92 19
9224
92 32
92 37
92 74
93.25
93 56
9381
93 84
94 05
9407-94.11
944!
94 43
IV SO-
TITO
TlMuS5
T. 15
T»Ha90
Av90
AvIS
Ti 15
Ti35
Ti25
«v70-
T, 80
•vSO*
•v65 •
T|4O
Ti35
Ti IS
T I ! 5
Ti20
Ti IS
TISO
TiOO
TilO
TilS
Ti20uoo-Av25
Av30
Ti30
Ti60
TiSO
Ti90
AvSO
Ti30
AvIS
Ti90
TiO5
TiOO
Ti 10
TilO
Av6S
Ti45
Ti70
Ti 15
AvIS
Av70
Ti30
TiTO
TiSS
TIMuSO
Tl90
T. 30
T18O
T|2O
TlmuSS
TiOO
Ti45
TkMutO
Ti 100
Av70
2358
208.8
2011
281
1818
172.8
42.3
348.3
3258
3528
11.7
T.2
20.7
11.7
27
27
117
74.7
74.7
74 7
67.824
71616
73 879
74.69
77.124
78 963
80 975
81.781
83.457
85.387
87.177
S7.5S5
18.889
91.271
92 132
93 029
93 879
93 929
215
230
212
213
244
11
334
253
101
237
9
339
120
97
12
15
9
11
Core lou tot. 0.05 n (fractured rock)
core loss
core loss
94 07 66
88
5
7
9
13
IS
26
16
68
13
88
7
14
22
83
61
88
80
63
3
4
7
6
5
5
1
5
0
2
4
2
2
3
3
4
1
11
1
67.10
67.32
67.71
67.90
68 42
68.81
69 61
71.11
71.34
73.5S
7439
76.93
71.83
7942
79 46
7991
80.96
81.77
•5.50
87.32
87.76
8144
89.02
89.19
9043
90.63
91.42
91.68
9193
92.29
93 26
94 14
354
222
41
51
31
40
70
>6
52
274
200
271
22
45
47
52
322
353
287
192
360
141
123
I3S
210
72
105
225
182
14
S3
201
75 5
86
79
18.9
9.2
795
4.2
6 4
73
3 6
10.3
57
22 9
7.9
7.8
187
215
96
101
883
222
3
12.3
64
269
38 1
40.6
« S
12.4
87 6
20.6
89.5
66 714
66 923
70 728
72 964
73 778
76 241
78.042
78.632
85 86!
86.290
87357
87 447
91274
91 403
92.567
93 023
93.066
93 279
93 314
340
190
193
130
123
168
36
105
4
353
289
117
353
303
115
355
351
351
34S
7 1 2
8 8 2
7 8
9 4
9 8
16.9
47 8
21,3
85.3
86 7
65 3
12 4
79.7
691
SO 8
123
755
82 3
78
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
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PORGR
PORGR
PORGR
PORGR
82
Appendix 1 (4/41)
119
190
191
192
193
194
195
196
197
198
199
200
201
202
20]
204
205
206
207
201
209
210
211
212
213
214
213
216
217
211
219
220
221
222
223
224
225
226
227
22S
229
230
231
232
23]
234
23J
236
237
231
239
240
241
242
243
244
245
246
247
248
249
250
251
9451
9548
95.5
95.51
95.59
95.6
9567
95.61
95 68
95,77
9591
95 92
95 94
95 97
96 27
9655
96 72
96 87
969
9704
97 11
97 18
97.32
97.37
97 64
97.1
913
9131
9131
9162
91.65
9S7
98.73
98.S5
99. IS
99.36
99.57
9967
100 13
100.3
100 31
102,47
103.27
103 79
104.23
10447
104.54
IO4.«6 •
104.97"
105.51 •
105.64 •
106.87
108 16
108 18
10S3S
09 95
103
104
1044
1052
1054
1056
110 51
TiSO
Ti90
Av90
Ti70
Av90
AvM
Av90
Ti90
Av90
AvTO
Av65
Ti90
AVIS
TiSO
AvIO
Ti90
T i M
Ti65
Av3O
Ti90
Ti70
TiJO
Av35
Tl tO
Ti2S
AvSO
Ay 80
Av40
TiSO
TiOS
Tito
Ti45
AvSO
AvM
Av90
Ti75
AvIO
TiSO
TITO
TITO
TiTO
TJ TO
TlMuTO
Tl30
Ti 10
Av70
Av65
Ti90
•V65*
TiOS
Av90
Ti40
Ti20
Ti40
•V25"
T i M
TI6S
TiTO
TJMuTO
AvM
Ti75
AvSO
TlMu70
3123
3071
177.3
241.2
326.7
2.7
16.2
20,7
331.2
353.7
207
70.2
70.2
882
S7.3
53.1
641
78.3
8
69.3
69.3
73.»
95.72
96.97
97 161
9I09S
9153
99.905
100 097
03 06
03.218
04.72
0109
09479
09 742
10.087
1021
10329
10.357
32
79
33
39
36
3
132
326
338
356
301
49
79
42
149
58
347
78
61
SI
S9
89
76
79
75
SO
71
17
44
46
7S
38
49
75
5
6
2
1
2
2
2
3
3
5
3
r
9
1
6
i
2
94 48
94 96
959]
97 39
9131
9S.75
99.70
100.11
100 30
102 30
10329
10J72
105.00
106 88
108.16
108 56
109 84
110.36
110.55
309
53
46
231
77
214
253
15
3
12
223
351
2
316
22
309
136
232
2
235
17.9
869
89 5
60.9
83 6
40.5
84 1
156
67.1
84 2
M.7
7S.7
98
10.6
7.3
30
88 1
46.6
94.S40
96.291
96.772
96 SOI
97.225
97.253
97 654
99 039
99 226
102.226
102.639
103 361
103 443
103 798
103 903
103 928
105 846
107.273
109.271
109 407
109 447
109 346
109 625
109635
109 675
110 021
39
31
197
200
210
201
M3
341
335
14
MS
30S
332
46
337
336
136
60
13
319
323
206
360
306
334
184
•4
896
886
884
83.7
135
849
709
73.1
88.6
111
S4.4
72.7
15.8
64.7
656
13.9
12.1
785
69.5
676
869
854
74
84
9 1
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PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
83
Appendix 1 (5/41)
251
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
26*
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
214
215
2«6
287
2!«
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
110.58
110.62
110 65
110 75
11107
111 48
112 67
112.75
112 78
112.81
112 83
11393
116.06
116.52
116.88
117.7
117.95
119.04
119.98
120.73
120 79
120 86
1209
120 96
120 99
121.01
121.26
12145
12219
123 16
123.3
12341
123 4*
12349
125 49
126 36
128 44
129 28
129 3
130.1
130.11
1304
13045
Av30
T. 80
TIMuSO
TiSO
Ti30
Ti
• v 7 5 -
T. 30
Ti30
Av30
T I K I
T|4O
Ti90
Ti85
AvSO
TlHa65
Tl8S
Ti40
Tl85
TISO
Ti85
Av60
TlMu93
Av30
Av90
Av90
T125
AvlOO
Av90
Av75
Av95
T. 90
Ti30
Ti 30
TlOO
Ti40
Av75
Av30
Tl30
T. 40
Av30
Av6O
Tl85
111. 18-131.77
131.92
13194
13263
13303
134.03
13598
13602
13647
13681
13706
1372
137.24
Ti80
Av7S
Ti30
Ti 100
Av30
Av30
T|35
Ti 100
Tl 100
T|3O
T|85
TiSO
272.7
2547
74.7
245.7
3447
2547
2O07
3177
317.7
43.2
326.7
3357
322.2
1547
110.7
387
326.7
477
198
243
78,3
24.3
603
78.3
10.8
87.3
78.3
468
87.3
73.8
78.3
I t
73.8
468
37,8
783
Rpl
110 381
110.466
110.715
110 82!
111902
112 427
112 569
113 765
114 14
116199
116,264
117,769
118 656
119.767
120 488
120.525
121085
121668
123.167
124.057
125 279
13012
2i«
41
16
266
52
331
245
230
155
306
272
55
60
294
68
253
74
73
305
74
58
298
Con loss tat «.I4 K n t b i reams)
core Iocs
core loss
core kiss
131.173
131584
132519
132966
133622
135 196
1356
177
48
240
115
242
237
61
90
86
SO
16
47
76
15
9
55
83
11
89
56
69
38
21
64
63
74
57
50
9
69
81
14
44
14
66
33
1
1
5
«
13
3
3
3
2
4
2
2
12
5
7
13
17
5
3
17
41
2
6
2
3
19
3
11
8
110.70
i n nIII 58
11271
112.90
116 58
116 73
117.03
117.55
117.81
119.14
120.30
120 87
121.09
123.30
123.58
126.70
128.70
129.40
130.20
130 50
13199
132.93
134.08
136.13
137 24
354
280
91
338
360
30
259
232
53
68
313
348
239
196
253
IS
141
307
56
270
103
37
275
234
91
330
32
3 9
668
796
137
10.4
80.9
34.8
17.6
73.6
153
117
8.6
12.7
39.5
167
20 I
70.5
25
88
333
853
84
7.4
1.8
4.3
110.507
III6II
111 763
115.462
117 968
119.122
121016
121055
121.249
121.307
121638
121918
122187
122 423
127.462
128 155
128.969
129.271
129.281
130.526
130 744
131707
135.865
136 993
23
301
167
115
224
203
277
279
277
274
278
281
275
128
323
155
154
6
217
25
15
184
273
335
53 8
656
145
7.2
162
35 5
86.3
68 1
826
816
825
839
70.9
4.2
69.5
19 1
13.2
71.6
19 1
65.6
81.1
14.1
554
63
PORCR
PORCR
PORCR
PORCR
PORGR
PORCR
PORCR
PORCR
PORGR
PORGR
PORCR
PORCR
PORCR
PORGR
PORCR
PORGR
PORCR
PORGR
PORGR
PORCR
PORCR
PORCR
PORCR
PORCR
PORGR
PORCR
PORCR
PORGR
PORGR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORCR
PORCR
PORGR
PORGR
PORCR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
GR
GR
GR
GR
GR
GR
GR
GR
GR
CR
GR
GR
GR
GR
GR
GR
GR
GR
GR
GR
GR
GR
84
0 0
Appendix 1 (7/41)
375
376
377
J7»
379
310
381
382
315
314
31S
386
387
388
389
390
391
392
393
394
395
3%
397
398
399
400
401
402
403
404
403
406
407
408
409
41(1
411
412
413
414
41!
416
417
418
419
420
421
422
423
42<
42S
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
156.55
156 6
15683
156 85
156 92
156 96
157 15
1S8 39
15849
15893
160
160 1
16014
160 93
160 97
160 99
16123
161 84
16185
162
162 04
162.14
162.66
163.26
1U.90-1M.
163 96
163 91
164.16
165 09
163,47
16631
166.36
166.92
167 36
167 74
168 08
168.09
168.29
16838
1684
168 41
68.63
69 0 !
169 29
169 42
169 51
169 8
17063
170.69
170.75-1709
170.75
17091
70 92
7096
71
7101
7106
17109
171.2
171.22
171.28
71.33
713*
7144
71,45
7149
17165
17174
171 88
172
T160
TiHlSO
TIHa 15
T1H»7O
Ti20
TI60
T1HJ65
Ti60
Ti60
Ti ID
T1H»7O
TJ70
TISO
T17)
Av80
TiBO
TiSO
T. 45
Ti45
Av80
Av65
Av60
Ti 15
Av30
6
T8 70
TlHiTO
T1H165
TiSO
TiSO
Tl20
T|75
Av80
Ti20
TlOO
Ti30
T I M
TI40
TiTO
TiasT8 85
Ti 15
TlMu 95
Av85
T130
Ti65
TI60
T175
T175
Tlmu75
T1MS45
TlMu 40
Tl90
Ti40
Av40
Ti75
TiSO
Iv70*
IV 70*
TlMu 90
TlMu 50
TlMu 70
Ti80
TiSO
TiJO
T170
iv 4 5 '
T145
T|45
47,7
567
207
837
657
657
2,7
317.7
2547
322.2
263.7
333.7
335.7
61.2
3537
308.7
2.7
299 7
693
78 3
648
69 3
693
64.8
73.8
42.3
558
32 4
459
81.9
81.9
59.4
864
54.9
27.9
594
Care k s a i l
Rpl
Rpl
Rpl
13 TlMu tnatt
Rpl
Rpl
Rpl
Rpl
Rpl
Rpl
Rpl
Rpl
Rpl
Rpl
Rpl
Rpl
Rpl
160.565
163563
163 607
la (fnctured
167854
168113
170.26
res
171.023
171.165
17
64
nek)
237
151
220
359
110
81
75
11
86
42
87
72
74
1
1
2
1
7
2
5
1
156 79
1571!
157 24
157 40
159 17
161 13
16209
162.28
16240
162.87
163 46
164 17
166 40
168 17
168 36
170.81
171 11
171.44
31
38
349
57
41
42
180
44
36
241
236
8
31
5
43
7
21
109
69.2
66 1
63 4
694
126
61 9
22.8
654
82.2
57
199
75.4
10
524
72.7
87.8
80 1
39 7
159 636
160 858
162 637
166 903
166 951
169.382
169.456
169530
169 626
170 049
170.275
170.332
170 514
171.182
171640
358
6
352
1B6
119
11
6
346
311
20
310
11
61
7
332
649
70 3
723
87.9
88.3
825
16.9
668
48 1
846
5J9
76.4
86.3
65
52,7
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
86
Appendix 1 (8/41)
443
444
445
446
447
44>
449
430
4S1
432
433
434
433
43«
457
4)8
439
460
461
462
46]
464
463
466
467
46>
469
470
471
472
473
474
473
476
477
47t
479
410
4«l
4(2
483
414
483
4S6
4S7
4M
4t9
490
491
492
493
494
493
496
497
498
499
500
301
302
303
304
303
306
307
508
309
310
311
312
313
172 17
172.19
172.26
172 4*
172 73
172.74
17296
173 34
173 31
173.4
173 44
173.S3
174
174.22
174 54
17473
174.13
175.53
175.55
175.51
175.37
1756
175.62
175.72
175.83
175.99
Ti35
•V55"
« v 5 0 -
Ti 55
T150
T i »
Ti65
T175
T165
AvTO
TiSO
T170
Ti55
Ti«O
T130
T1H>65
TIH16S
•v 10*
• v 7 5 -
TlJO
T16O
Ti55
TitO
Ti90
T130
T185
17601-176 1
176.01
176.10-177.
176.1
176.12
176.1)
176.14
176.15
176.15
176.2
17t22
176.25
176.I9
17O5
174.45
174.5
177.11
177.14
177.2
177.24
177 32
177.36
177.5
177 63
177.81
177.83
177.84
177.14
177.86
171.13
ITS. 14
178.7
179.12
179.16
179.4
79.42
79.43
79.47
1795
79.97
ton180.22
110 35
111.07
181 11
181.73
182.83
T160
t
TIM
TltSTitoT i U
TllS
TltS
T1I0
T175
TltO
T190
TiSO
TllS
TilO
Ti70
TitoT175
TIBS
TITO
TltO
Ti85
Ti35
Ti 55
T100
T150
TllS
« » •
Av8S
TltO
•V 80"
TltS
TllS
TltO
TI83
TltO
Ti75
TI75
TIW
Ti90
TISO
TitS
Ti20
TIHa90
AvSO
Ti20
Rpl
Rpl
Rpl
Rpl
Rpl
171.898
172.327
175 129
175.613
44Tla«lTi lnaani
SO
21
46
31
Ore tea) u c 0.56 m (fraaand rack)
Ttc *ptk> arfncBni CM tc IKIEM;
176.055
177.013
177.437
177.73
178.281
179.027
17909
7
210
43
224
W
20
159
64
61
87
89
•WiM
80
90
89
89
75
19
16
2
2
3
3
10
1
2
1
1
1
1
172.58
172 98
173.63
174 10
174.97
175.78
176.25
176.73
177.43
178.10
17841
171.97
179.46
179.71
18112
18173
34
29
SO
54
58
35
7
1
31
225
220
37
107
357
222
214
603
619
162
79.3
75.8
75.1
73.2
71.1
I t l
85.9
85.1
74.4
203
153
169
22
172.309
174.540
175.059
173.120
175-5JO
175.603
175164
175.924
176 139
176 118
176JM
176113
176 911
177.180
177.479
178030
178745
17! 1H
182 649
182.709
4
3
335
4
319
315
302
300
216
331
349
324
123
2
354
3SS
328
299
8
23
77
83.3
72.6
63.2
647
613
62.2
61 1
55 4
82.1
87.7
72.7
89.2
13 1
856
74.9
74.8
638
594
57 1
PORGR
PORCH
PORCR
PORCR
PORCR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORCR
PORGR
PORCR
PORCR
PORGR
PORGR
PORCR
PORCR
PORCR
PORCR
PORGR
PORCR
PORCR
PORCR
PORGR
PORGR
PORCR
FORGR
PORGR
PORCR
PORCR
PORGR
PORCR
PORCR
PORCR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
PORGR
PORCR
PORCR
PORCR
PORGR
PORCR
PORGR
PORCR
PORCR
PORCR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORCR
PORGR
PORCR
PORCR
PORGR
PORCR
PORGR
PORCR
87
Appendix 1 (9/41)
514
515
516
517
Sit
519
520
521
522
52)
524
525
526
527
52S
529
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
556
557
SSI
559
56V
561
562
565
564
565
566
567
56«
569
570
571
572
573
574
575
576
11374
183.76
1X3 78
183 84
185 91
113 98
184 SI
185 03
18)69
1S6 15
1S6.I7
187)8
187 66
18931
189 58
190.67
19188
19234
19234
192.35
192.37
192.19
192.42
19255
192 66
192.78
19291
192.96
194.3
194.33
194.64
19<J6
199 54
19968
199 82
199,85
201.25
202 1
203 26
20424
207.31
208 62
20875
208 97
209 07
209 34
209 88
210
212.29
213 12
213.71
213.7J
213.81
214.17
21495
215 15
215.22
217.31
21826
21914
221.78
222.93
223 12
TlHiJO
TJ65
TlH>50
TJ85
Ti30
TiO5
T J 3 0
T|4O
T|2O
Ti20
Ti40
T.40
T»65
T. 20
Ti35
T|25
T.60
Ti 10
TJ90
T«H»80
TlOO
Ti75
TiTO
T. 70
TiTO
TiTO
TiTO
TlHa6S
TITO
TlHaTO
TiBO
TC10
TiHlOO
T195
TJ95
T|O5
Ti 15
Ti55
T|6O
Tl60
T1H>65
Ti 15
TitO
Ti75
Ti 10
Ti75
AvSO
TllO
T|15Ti50
Tl35
Ti40
T i »
TiJO
TiJO
TiJO
T|4O
T.20
Ti20
TIH»S5
TU5
T|7O
Ti45
306
255.6
129.6
1206
1116
1116
75.6
1206
48.6
756
1836
666
165.6
212.6
57.6
27.9
846
639
639
6 8 4
6 8 4
639
41.4
6 8 4
7 7 4
5 4 9
1 4 4
5 4 9
54.9
4 5 9
183 Oi l
183.101
187.234
192515
208.526
209 622
214.461
214.657
214.714
216 941
216956
217 139
217 785
221 125
221847
222.893
64
41
91
35
118
225
49
233
65
67
9
66
56
102
21
30
37
45
64
76
78
88
45
13
46
35
21
32
41
40
II88
4
4
11
1
7
1
2
2
2
II
1
83
3
3
17
1
183.74
183.85
113.98
IIS 10
1*7.53
191.74
19221
19342
1MJ4
205 75
207.02
20805
20855
2135]
215.28
215.81
216 67
217 50
221.78
61
35
41
195
350
123
27
22
286
229
219
78
29
346
8
10
347
15
30
4 4 4
42.7
62.J
3 1 4
6,7
674
71 3
7 1 9
8 1 4
82.7
8 4 9
45.1
43.2
39
4 4 2
30,3
44,2
69.7
»»:
182.840
184.112
184.220
191.422
191968
208.754
213.659
221.7(0
351
182
317
295
354
4
144
342
58.1
41 3
1 7 2
5 4 2
70 9
87.1
17.2
78 5
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
88
Appendix 1 (11/41)
631
652
653
654
655
656
657
65a
659
660
661
662
663
664
665
666
667
66S
669
670
671
672
673
674
675
676
in678
679
6*0
611
6S2
683
684
6>5
686
687
688
689
690
691
692
693
694
695
696
697
698
699
700
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
247 38
2*7 42
247.56
247 57
247 6
247.85
249.44
24956
24961
250.06
250 09
25031
250 32
25033
250 42
230.66
250 6»
250.7
250.78
250.94
250 98
25143
251.84
251 S3
2519
253.39
253 44
253.72
25393
25456
254.67
25543
25545
253.74
255.79
2SS.W-234U
256 04
256 SS
257.21
257.55
257.71
257.83
257.89
257.91
257 98
258 14
2582
258.22
25837
238 44
259.09
259.11
259.28
260 58
26103
ui.ii.au262.12
262.73
262.81
26283
26293
263 15
263.23
26339
263 45
263 46
264%
26532
263 9
266 13
26771
267 74
267 83
269 02
TJHjTO
Av7O
T190
TJ85
T.60
Ti90
TiSO
TJSO
T I 9 0
TJ85
T185
T. 70
TiSO
T170
TiMulOO
TitO
Ti95
Ti30
Ti65
T.70
Ti80
Av80
Av75
TJ75
Ti70
Tl40
TiSO
T175
T160
Ti30
T|4O
T1H.65
TlhaTO
T195
T l «
4
T175
Ti 15
Ti25
TilOO
T175
Ti85
Ti25
TJSO
TJ60
T8 45
Ti30
Tl90
Av80
TilO
TlHjSO
T180
T175
T160
Ti40
2
T130
TlTO
TJSO
TiSO
Ti 65
Ti 15
T140
T175
TS70
Ti70
TJ30
T150
T180
TI70
Ti75
Ti30
Ti20
Ti90
CmlonioH
core lost
Conlonut.il
250.214
250.504
252.912
252976
253.473
253653
AT • (fnctor
260.198
260.658
IKaMttctoL
261699
262938
263 723
265323
267 274
267 326
268 466
21
123
97
128
139
277
«lrock)
71
233
nral77
23
93
340
SO
68
84
7«
63
53
28
47
87
54
20
30
12
50
76
50
30
27
2
2
1
2
6
1
8
1
9
2
10
3
2
4
6
248.37
248 76
24991
25175
253.44
254,07
2S6.2O
257 12
26065
261.36
263 61
264.02
66
23
34
42
44
28
21
48
12
238
344
38
86.8
75.
81.7
855
77 1
75.6
385
855
824
38 1
73.6
60 7
261.539 350 762
PORGK
PORGR
PORCR
PORCR
PORGR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
90
Appendix 1 (12/41)
T23
T24
T25
726
727
721
729
730
731
732
733
734
73S
736
737
73S
739
740
741
742
743
744
745
746
747
741
749
750
751
752
753
754
755
756
757
751
759
760
761
762
763
764
765
766
767
761
769
770
771
772
773
774
TJ5
776
777
77S
779
710
711
712
713
714
713
716
717
7SS
719
790
791
792
793
794
795
796
797
269 07
269 16
270.03
271.26
271.27
271 S3
272,3
272.6
272.62
272.67
272.69
272.7
272.75
272.J
272.94
272.99
27301
273.26
273.45
2736
273.J
27391
273.95
275.13
275.16
276.25
276.32
276.34
276.45
276.52
276 71
277.01
277.94
277.94
2T1.O4
271.23
271.24
271.31
271.1
271.11
27».2t
279.36
279.75
279.9
27991
279 91
280 11
210 34
280 4
21041
280 47
2(0.5
2*0.51
210.63
2W.6S
280 67
2*067
280 73
21012
212 91
213 51
284 21
284 45
284 7
284 9
285 45
215.56
285 84
286 13
286 16
286 46
2165
216 99
288 04
288 JI
T190
TIK)
T1I0
TITO
TltO
Ti35
Ti 100
TBU70
TltO
TIHlTO
TiTO
TI65
TI60
TI55TI60
T, 00
TitO
T170
TtHl90
T. 90
Ti70
TITO
T190
T i »
T,65
Ti90
TITO
T175
Ti95
TITO
TITO
T i »
Ti40
TITO
Ti30
TiW
Ti70
TIH170
Ti 100
Ti70
TI75
TilS
TilO
Ti70
TITO
TiTO
TI20
TI70
TitsTI75TI30TI30TI30TI30TIJOT I M
TI30TI30T I W
TIH»40Tl55Ti95T|9OTI95TI90Ti50AvIOTi90TI95TltSTITSTitSTi20TIHaTO
TIKI
292.5
27
76.5
II
0
11
72
76.5
40.5
67.5
269613
270.15
272.226
273 143
273.111
275.116
275.111
276 641
27671
271.029
279.641
279 666
210 061
210 193
282 676
215.571
286 295
287 944
288 198
112
349
316
149
269
344
233
171
its
341
27
II
97
95
90
279
141
0
21
31
71
7t
74
13
77
20
61
It
72
76
28
37
31
47
26
66
47
49
10
2
1
2
2
2
3
12
1
1
1
9
4
3
3
269.1
27039
271.32
27174
273.2t
273.41
2T3.74
275.10
276.26
277.11
277.20
277.55
2T7.t5
271.40
282 7!
213.53
284 52
285 90
216.32
216 61
345
266
152
1ST
332
145
357
347
39
45
224
14
35
301
30
150
354
22
207
65
445
TT.5
19.1
134
79.2
H i
73.1
71.1
70.2
139
12
•2 1
88 1
74
•2 3
61
61.9
t5.T
111
269.397
271.446
276510
216.174
315
It
311
346
63.9
113
61
54.6
PORCR
PORCR
PORCR
PORGR
PORGR
PORGR
PORGR
PORCR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORCR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORCR
PORCR
PORGR
PORGR
PORGR
PORCR
PORCR
PORCR
PORCR
PORGR
PORCR
PORCR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
91
Appendix 1 (13/41)
798
799
H»
toi
so:103
•04
SOS
106
«07
101
S09
110
III
112
113
814
815
116
117
t i l
819
120
121
122
»23
124
825
S26
827
>2>
S29
130
131
132
S3]
134
135
836
137
131
139
S40
141
142
S43
S44
S45
S46
»47
848
149
•SO
•SI
IS2
853
S54
sssSS6
157
151
859
860
861
862
863
864
86S
866
8137
868
869
870
28838
2U.69
28197
291.22
291.23
292.14
293 17
293.31
293.43
29345
29433
29431
295.15
295.27
295.47
296.11
29641
296 46
296.87
297.47
298 08
29883
299 16
299 18
299 36
302.02
30266
302.76
302.92
303.2
303.34
304.01
3044
305 01
3052
305 23
305.73
305 78
30683
3OSI
308 26
310.02
31018
31193
311 95
312.54
31373
313.87
3139
314 26
31448
314 49
314.69
314 8
31484
31486
314.96
315 09
315 1
315 23
31545
315.54
315 63
31564
315 65
316.39
3164
316 42
31704
3! 70S
31706
31731
31792
T135
TISO
T|4O
TJ75
TJ75
T i »
Ti 80
Til5
T170
T170
Ti90
T16O
T|3O
T16O
Ti65
Ti 10
TIHaSS
TIHaSO
Ti60
TiSO
Ti 10
TlHa70
TlSS
TI80
TiTO
T160
Tl 10
Ti20
T)«0
TilO
TiTO
TISO
TI70
Ti70
T180
TiSO
TITO
TiSO
Ti90
TISO
T1HJ35
TITO
Ti95
T170
TI7J
Ti90
Ti9S
Ti90
Tl90
TiSO
TiSO
Ti60
TI7U
Ti70
T|7O
Ti65
TIH»7O
Ti70
TlHjTO
TiSO
Ti20
TiS5
TilO
TitO
T180
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TI65
TilO
Ti60
355!
0
351
351
40.5
40.5
112.5
495
3195
2565
324
274.5
23.4
4S
76.5
76.5
76.5
72
72
72
765
63
405
6T.5
495
76.5
291,977
294.191
296.224
296 726
298 667
299,041
306758
307 096
311.841
314 967
313.082
31S.5I2
316.275
316.979
317.207
I3S
137
222
134
134
32
0
77
35
47
138
40
i n
39
38
67
47
89
57
62
IS
•9
75
84
85
47
87
4<
78
85
2
3
2
3
2
3
I
7
2
3
3
2
3
1
1
289.20
291 47
294.55
297.27
30102
302.10
303.61
303.78
310.1
312.80
313.29
313 72
314.39
31526
315 49
224
34
225
226
39
42
10
352
32
8
SO
222
43
33
32
873
879
848
87 1
869
77.4
457
659
81.7
678
836
SO
864
85.6
89.3
290 734
291 621
297 370
301 092
310.100
313.206
313.260
315 195
315 435
190
358
353
350
357
5
II
14
1
44.2
82 3
778
78.3
78.2
83
• 3 5
853
79 9
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
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PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
92
Appendix 1 (14/41)
171
«72
S73
S74
175
(76
S77
S7I
(79
HO
mB82
K ]
SS4
MS
886
H7
<nm(90
191
192
19]
«M
(95
(96
(97
89S
199
900
901
902
903
904
905
906
907
901
909
910
911
912
913
914
9IS
916
917
91S
919
930
921
922
923
924
925
926
927
928
929
no931
932
933
934
935
936
937
938
939
31119
320 15
32095
320 96
32191
312.3
32414
325.29
325.3
325 36
325.41
325 44
325.49
3256
325 62
325 63
325 76
325 7(
325.79
32603
326 OS
326 «
3266
326 81
326.14
327 62
327.76
321.16
32(23
329 14
330.13
33109
332.17
332.19
332.61
3343
336 21
336 S(
33614
37.(2
337,((
37.96
337 99
33101
331.29
33132
33(33
33(4
33(55
331.75
38 76
39 02
39 14
393
39 49
39 66
39 67
3391
339.92
340.91
Ml 38
342.15
342.(9
34414
344.32
47.J4
34111
34(49
48 59
Ti 10
TJ75
TS(O
TJ95
Ti70
TilO
TIW
Ti60
TiS5
TI60
TiTO
U W
U 9 0 *
Ti6O
T170
TJ6C
Ti60
TiTO
TI70
TITO
TiTO
TI90
TltS
T19J
TUUI3
T170
TiH>IO
Ti70
T i n
Ti40
TUH 75
TiOO
TITO
TI75
TI75
TiSO
TI90
TilO
Ti 15
TI75
TI30
TI25
TI90
T i nTITO
TilS
Ti20
TIHlTO
TilO
TITS
TITS
TIW
TI93
TI9S
TI90
TIIS
TII5
T i nT i nT i n
T.4O
T190
Ti60
TiSO
TiSO
Ti25
TIW
TiW
Ti35
144
144
302.4
347.4
3314
14.4
1 9
3S64
3319
494
549
774
76.5
76.5
72
62 1
66.6
75.6
80 1
736
756
7S.6
396
396
319 014
320 074
321.2(5
325.756
325.126
327.5(1
331967
332 668
336.571
337199
331453
338 SOI
33(103
341.203
62
35
222
349
209
MS
(1
21
139
36
340
31
163
42
II
15
45
TO
(1
76
64
(4
66
15
75
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(7
SI
1
2
5
2
1
4
4
1
1
1
2
2
2
2
318)1
319 14
323 06
323(7
32412
325 18
32593
329.14
1X.U
Ul.t9
336 24
336 44
336 73
336(1
337.11
338.31
31
316
42
38
56
234
4
36
43
30
36
44
355
359
40
38
16
71.6
12.3
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47.7
80 5
70 1
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( 3 9
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61 1
66 1
(2.9
13.6
311265
323 630
323.729
323 991
325OK
325 751
325,770
JJ0.U
131.09
336 253
336 321
336421
336157
337.197
33(213
33(372
3
192
19
356
192
3IS
319
327
349
20
6
IS
314
4
5
9
( 0 6
S69
$6 5
( 4 1
89 2
60.6
397
66.4
77.3
12.1
793
(6.6
627
81.6
( 5 4
( 7 «
POROR
PORCR
PORCR
PORCR
PORCR
PORCR
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PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
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PORGR
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PORGR
PORCR
PORCR
PORCR
PORGR
PORCR
PORCR
PORCR
93
Appendix 1 (15/41)
9 4 0
941
942
9 4 ]
944
945
9 4 6
947
948
949
9 5 0
951
952
953
954
9 5 5
956
957
95«
959
960
961
962
963
9 6 4
965
9 6 6
9 6 7
9 6 *
9 6 9
9 7 0
9 7 !
972
973
974
975
976
977
978
979
980
981
912
9S3
<m9S5
986
9»7
9 M
9S9
9 9 0
991
992
993
994
995
996
9 9 7
9 9 1
999
1000
1001
1002
1003
1004
1005
1006
1007
IOO«
1009
1010
1011
1012
1013
34S96
34923
34924
349.26
3493
349 79
350 42
35298
353.11
353 13
354 16
354 It
354 59
354 85
354.86
355.07
355.09
355.12
35605
35606
356.33
356 46
356 51
356.62
357. \i
357.48
357.54
357.57
359.11
359 12
359.35
3598
360.45
36205
362.16
36233
362.51
362.74
364.2
365.26
366.05
366.35
366.42
366 64
367 22
367 66
3677
3685
368.6
368.65
368 BS
3689
370 9
372.01
373.51
373.54
373 79
37408
376.81
377.5
378.49
378.96
379.14
379,16
379 18
379.22
380.09
380.14
3818
382 55
382 78 •
38339
383 79
384.35
Ti30
Ti50
Ti55
Ti55
T16O
Ti40
Ti70
TI80
TiSO
TiS5
T180
TISO
T|3O
T|8O
TiSO
T, 80
TIM
Ti 1O0
T|7O
Ti70
Ti60
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T8 60
T i W
Ti6O
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TI80
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TiSO
T I 6 0
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T I 6 0
TiSO
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Ti20
TJ70
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Ti 100
Ti70
Ti 10
TISO
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T170
Ti»5
TiW
T|75TitoT i «
T185
TJ40T16O
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TJ40
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TtSO
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Ti60
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TJ90
T120
T1S5
T150
Tl60
Ti60
U '
T|6O
Ti80Av70
36.9
347 4
347 4
293 4
23 4
77,4
2934
297 9
356.4
59.4
2394
320 4
347 4
71,1
71.1
71.1
62 1
71.1
216
576
57.6
71 1
53.1
26 1
75 6
71.1
353 151
354 177
354 866
359,158
359406
364 229
368.52!
372491
374 116
374.364
378.122
381746
314
341
309
345
31
281
105
94
76
78
t9
58
58
79
73
78
60
31
76
87
63
55
47
70
2
2
20
2
7
2
2
1
2
2
3
12
352.57
353.27
357.53
3*9.45
37182
372.38
376 94
377 08
382,07
343
314
349
30
54
59
324
316
230
79.8
70.2
73.8
83.8
836
8 2 8
74.4
753
8 9 9
351 471
352575
353.282
357 330
152
310
268
310
75 9
66 1
545
6 4 4
PORGR
PORCR
PORCR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
POB.GR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
94
Appendix 1 (17/41)
1090
1091
1092
109}
1094
1095
10%
1097
109*
10»
1100
110]
1102
1103
1104
1105
1106
1107
urn1109
Illu
m i1112
nn1114
1115
1116
1117
1111
1119
1120
1121
1122
1121
1124
1125
1126
1127
i m1129
1130
11)1
U32
1133
1134
1135
1136
1137
1I3S
1139
1140
1141
1142
1143
1144
1145
1146
1147
I14<
1149
l l »
1151
1152
1153
1154
1155
1156
1157
1151
1159
1160
1161
1162
1163
1164
400 55
400 56
400.56
400 58
4005940063
400 64
400 66
400 67
400 7
400 72
40076
4O0II
400.82
4009
400.93
402.26
402.7
403 11
403.15
403 56
40357
403 66
403.67
403.12
403.95
404 13
405.2
405.39
40555
408 17
410.02
410 18
412.25
414
416.25
416.92
416 96
419 39
•419.7
421.13
422 51
411.6*
424 II
424. IS
42455
425 11
425,17
425 4
426.47
426 81
426 91
427 14
427.17
427 24
427.3
428.47
429 15
429 42
4296
429.63
429 66
430 06
430 26
430 44
430 59
430 77
430.92
430 93
431.54
43189
43194
432.1
43357
434 99
TiSO
T>30
Ti25
TiSO
Ti70
TISO
T18O
TJ50
T|4O
T|7O
Ti65
TITO
T|7O
TiSO
TiSO
T|95
Ti95TiS5
TI60TI75T»85Ti«5Ti60Ti65TiM
Ti95TI20TISOTISOAvIO
T120Ti40Tl30Ti70T135
Ti60Ti60Ti20TiSOTi40Ti40Ti30Ti20Ti70TIS5
TISO
Tl30
TiTO
T|4O
Tl60
T»65TJ80
T|6O
T. 70
T|75
Ti65
T.40TISOT»65TJ65T165T>70Ti75TiTO
TiSO
T170
Ti 100
TISOT|95T i »
TJHi»5Ti95T175TASO
TJ95
549
324
2034
275 4
2664
270 9
414
23.4
594
1 4 4
144
239.4
35 1
53 1
62.1
66.6
65.7
61.2
52.2
432
43.2
70.2
8 3 7
612
Rpl
405 218
405.3S4
406 963
408859
409 987
413.966
415.21
419.375
419709
424 192
424.59
426427
426 811
426924
427 173
46
109
318
317
31
46
69
43
87
254
295
206
25
352
104
27
76
67
68
62
51
49
65
43
87
67
44
77
70
72
10
4
3
4
2
8
3
5
1
2
4
2
1
!
3
40104
401 54
41*90
42504
429 04
430.02
434 17
119
25
31
17
317
164
36
7 4 3
692
69 7
57.7
67
65.8
6 5 6
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
96
Appendix 1 (18/41)
1165
1166
1167
1161
1169
1170
1171
1172
1175
1174
1175
1176
1177
117$
1179
IIW
Mil
1112
1113
1IS4
us;] ISA
l i t?
nn
1119
IIW
1191
1192
1193
1194
1193
1196
1197
un1199
1200
1201
1202
1203
1204
120)
1206
1207
1201
1209
1210
1211
1212
1213
1214
121)
1216
1217
I2K
1219
1220
1221
1222
1223
1224
122S
1226
1227
43575
43601
436 09
436.23
436 72
43616
437.3!
138
438.12
43817
438)
43194
439 44
439 56
44235
442.33
443.76
444 9S
445 03
44639
4*6 t5
446 19
447.6
41109
451.29
451,74
45175
TilOO
T170
Ti20
TilOO
Ti90
Ti70
T160
Ti95
TJ50
T«55
Ti95
Ti40
T150
TIM
Ti20
TJ30
Ti»5
TISO
TIW
Ti50
TIW
Til)T135TI20
TlHllOT175Ti75
45IJfr.tS2.45
4S1.M
4S1.»
452.63
432.69
433.1
453.14
453.21
453.34
453.39
453.56
454.64
454 99
455
45533
435 42
435 52
433.36
435 99
457.26
457 49
457 49
457.74
457 «4
437.16
437.99
31
5«11
45S.2
459.U
39.46
59.5
59.51
59.77
59.(1
59 85
599
Ti75Til!
T l »
TIM
Ti7O
TiTO
T190
Ti55
Til5
T i «
TI95
TI75
T175
Ti40
TiTO
TiTO
Ti9O
T160
TiTO
TIIS
TITO
TIJ!Ti40TilO
TiTO
Ti75
Ti55
T16O
Ti60
Ti70
T16O
Ti60
Ti40
T. 100
TITO
TISO
349
549
194.4
329.4
3294
3294
324.9
639
204
2.4
111
612
70.2
117
T0.2
657
T0.2
70.2
43.2
T0.2
4T.T
47.7
436.034
439.996
446.564
447.54
451.224
29
42
20S
35
121
71
61
15
51
75
Cm >m HL t i n (Kduied r r a n )
The dcptha <T fraclBras taa be iacarrect
core Ion 452.357
1)2 7*6
434.711
453.021
453 613
436 021
456231
436 901
437.575
459 »97
310
2S9
297
22
42
30
100
11
311
92
73
74
79
16
12
69
3
27
77
67
4
12
3
IS
6
1
61
2
1
95
43546
437 41
437 72
43113
44304
44S
449.33
449.12
430.45
450.76
453 11
434.09
455.62
15)87
43601
157 63
457.95
431 IT
45936
27
275
28
57
3
359
131
346
324
31
22
41
307
11
27
17
122
331
U
74.5
13.7
15
516
67
61.7
709
70.3
696
19 1
H i
70.1
70.1
SSI
654
4 9 1
TO
53.2
13
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
97
Appendix 1 (19/41)
1221
1229
1230
1231
1232
1233
1234
1235
1236
1237
1231
1239
1240
1241
1242
1243
1244
124S
1246
1247
I24«
1249
1250
12SI
1232
1253
1234
1255
1256
1257
1251
1259
1260
1261
126!
1263
1264
1265
1266
1267
1261
1269
1270
1271
1272
1273
1274
1275
1276
1277
1278
1279
I2S0
1281
1282
1213
1214
12S5
1286
I2S7
1258
1289
1290
1291
1292
1293
1294
1295
12%
1297
129!
1299
1300
1301
1302
1303
1304
1305
46001
460 03
461.19
46143
461 48
461 SI
46196
462 14
462.21
462.]
462 64
462 94
463 22
463 44
463 65
46312
46384
463.S9
46391
46395
464.02
464 05
464.07
464 1!
464.21
464.26
46431
464 34
464.38
464.44
464.53
464 56
464 58
464.58
464 59
46465
464.67
464 69
464.69
465.05
465 08
465.64
466.13
46616
446 25
46629
466 36
466 37
466.4
46642
46642
46647
466 4»
46652
466.54
46655
466 59
466.72
46692
467.17
467.19
467.51
46802
468 32
468.33
46838
468.39
468 44
468 48
46852
4686
468 78
46187
468.89
469.02
469 04
469 07
469,11
TJ 80
TJ80
TlKi
Ti75
Ti80
Ti40
TJ60
TiTO
T.65
Tl65
Ti65
TUS
Ti85
Ti40
Ti35
T185
TttO
Ti45
T190
TJTO
T I 8 5
T185
TISO
TI55
TI75
T«85
Tito
TISO
T180
T16S
T140
T195
TJ90
Ti60
TIM
T130
Tl85
Tl95
T.9O
Ti95
TITO
TJ55
T. 70
T195
TI75
Tit5
T190
TJ90
T135
Ti85
Ti85
Tl80
T4 8O
TlHa75
TI65
T170
Titl)
TltO
TJ5S
TI8S
Ti20
T»50
Ti55
T|55
Ti55
TiSO
T|5O
T|9O
TiSO
Tl70
TiJO
T16S
Tl60
T|6O
Ti95
Ti60
TiSO
Ti65
864
41 4
J69
774
79.2
477
387
83 7
462083
462.852
463.275
465.062
7
85
122
318
55
42
77
63
1
15
2
2
460.11
460 79
461.55
462 16
463 10
46361
464.27
464.50
464 97
465.24
466.04
467.43
467 72
23
337
40
324
328
13
322
286
343
324
41
333
31
43.2
56.8
32 4
633
38.7
447
249
111
45 1
66.8
583
56 1
69
GRDR
CRDR
GRDR
GRDR
GRDB
GRDR
CRDR
CRDR
GRDR
CRDR
CRDR
CRDR
GRDR
GRDR
CRDR
GRDR
CRDR
GRDR
GRDR
CRDR
CRDR
CRDR
GRDR
GRDR
GRDR
GRDR
CRDR
GRDR
CRDR
GRDR
CRDR
CRDR
CRDR
GRDR
GRDR
GRDR
GRDR
CRDR
CRDR
GRDR
CRDR
CRDR
GRDR
GRDR
GRDR
GRDR
GRDR
CRDR
CRDR
GRDR
CRDR
GRDR
GRDR
GROT
GRDR
CRDR
CRDR
GRDR
GRDR
GRDR
GRDR
GRDR
CRDR
GRDR
GRDR
CRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
CRDR
98
Appendix 1 (20/41)
1306
1307
1308
1309
1310
1311
1312
1313
1314
1)15
1316
1317
1318
1319
1320
1321
1322
1323
1324
132J
1326
1327
1321
1329
1330
1331
1332
1333
1334
133J
1336
1337
1331
1339
1340
1341
1342
1343
1344
1343
1346
1347
1341
1349
1390
1351
1352
1353
1354
1355
1356
1357
1358
1359
1360
1361
1362
1363
1364
1365
1366
1367
1368
1369
1370
1371
1372
1373
1374
1375
1376
1377
1371
1379
469 41
46967
469 72
47012
47013
470 13
470.2*
470.62
470 65
473 13
476 31
477 16
477.2
47741
47t.ll
410 12
480 18
410 27
41011
41017
410 96
4SI0>
41148
WIS4
413 66
485 14
413 32
485 49
485 54
419.7
490.3
490.37
490.41
490 5
490.61
4 9 0 U
491
492.33
493.06
494.01
494.15
494.19
494.42
494.5
494.6
494.72
497.57
497.S»
499.05
499.57
499.51
499.91
500.87
502.02
502.18
502.21
502.22
502.78
50449
504.5
504.77
504.71
504.11
504 16
504 17
504.94
505.14
5052
505.23
JO5J5
SOS32
505.37
505 38
505.39
TJ75
Ti60
Ti70
T1365
TJ70
TJ70
Ti60
TilS
Ti90
TitO
Ti60
Ti65
T165
Ti30
Ti5S
T195
T110O
Ti55
Tt63
T170
T. 60
TlHlJO
T8 60
Ti70
T8 60
T. 60
Ti45
Ti«O
Ti50
Ti30
TiSO
Ti90
Ti75
TIH.60
TI50
T155
Ti70
TiSO
TiTO
Tl90
Ti60
TiTO
AY 65
T120
Ti55
Ti50
Ti60
Ti65
T155
Ti60
Ti55
TITO
Ti60
Ti60
Ti60
Ti60
T16O
Ti30
T1H.90
T185
T150
TiSO
TI45
TI45
T. 40
TiSO
TiTO
TiSO
TitO
AvT5
T170
T8 60
Ti75
TilOO
16.4
131.4
414
1314
369
1044
311.4
19 8
312.3
9 8
333
98
32.3
32.3
9 8
5.3
5 3
71.3
7t.3
161
65.7
47 7
612
747
56.7
79.2
567
43.2
52.2
612
47.7
61.2
74.7
702
56.7
52.2
47.7
2.2
65.7
56.7
4«3.757
492 385
493 137
494 26
500.011
504 661
504.924
504.971
33
24
346
113
111
40
21
3
61
61
61
66
65
to
59
57
2
5
1
3
5
1
1
47U1
479.03
48149
48166
415 99
488 20
490.22
490.96
492.M
494 05
503 15
303.32
504.42
504.71
346
48
113
39
29
13
34
2
4]
46
11
2
29
13
603
53 8
149
54.3
71.5
7t.7
77.4
488
71.3
12.6
73.3
74.1
• 1.7
149
CRDR
GRDR
CRDR
GRDR
CRDR
GRDR
CRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
99
Appendix 1 (21/41)
1380
1311
us:1383
1)U
1385
1386
1317
US!
1389
1390
1391
1392
1393
1394
1395
1396
1397
139S
1399
1400
1401
1402
1403
1404
1405
1406
1407
1408
1409
1410
1411
1412
1413
1414
1415
1416
1417
1411
1419
1420
1421
1422
1421
1424
1425
1426
1427
142S
1429
1430
1431
1432
1433
1434
1435
143*
1437
14)8
1439
1440
1441
1442
1443
1444
1445
1446
1447
1441
1449
1450
1451
1452
505 97
50601
T|7O
T16S
506 14-506"
506.1
30O5
M4.42
507 68
507 69
507 7
50823
50145
512 08
SIS 1
516.04
516.71
51689
517.09
517.1
51712
517.16
517.23
517.24
517.29
Ti 100
T»7!
T>90
Ti20
TiSO
Ti 40
T|4O
TISO
Ti50
Ti70
Ti55
T150
TJ30
Ti35
Ta30
T130
Tl20
Ti55
TilS
Tl40
517JO-S1LI9
S 17.31
517.19
518.24
518.32
519.67
519.79
51997
520.41
520.42
520.43
520.55
520.79
520 94
520.95
521.36
52345
523 47
523.89
524 54
524.56
524.64
524 78
524.S2
524.96
525 06
525 07
525.2
5254
525 75
526.02
526 11
52671
528.12
528.29
528.32
528 34
52835
52838
528 4
528.79
528 94
528 96
52904
529 11
529 15
529 28
52942
529 78
530.08
530 09
530 34
Ti40
TiJO
Ti60
TS60
TiSS
T|2O
Ti65
T140
T|5O
T120
Ti35
Ti70
TasoTiM
T145
Ti85
Ti50
T. 60
Tl30
T140
T. 85
Ti30
Tl40
TI60
TiSO
T145
T140
T.90
TISO
T150
T140
TJ45
Ti40
T185
TllO
Ti30
TI 10
TiO5
T10S
TSha40
TJ45
T1HJ4O
Tl30
T|4O
TlHl30
T|7O
TJH130
TlHi30
T|4O
Ti40
TJ35
2628
267.3
198
963
60.3
25.2
16.2
47.7
65.7
117
Core IMS M. 0.30 • (tccfcn. rvuoas)
Tke depths of frecttrcs e n be iacornd
50637 45
C«T loo toe. 8.11 a(lcct». l u a i )
517.396
521.497
523 6
524789
525 099
525 525
93
31
91
315
29
135
82
23
67
42
79
70
78
2
4
2
2
4
1
1
509.80
515,79
51596
516 19
516 96
518.27
51947
519.92
52047
524.30
525.05
525.37
527.84
528.21
52837
52862
528 90
!29 25
52985
214
51
38
79
41
89
27
57
43
219
37
21
63
36
39
71
19
72
27
845
43
35
275
516
71,2
615
74.5
569
859
811
77.9
216
43 6
55.2
)67
65.2
319
57.2
PORGR0R
PORGKDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGKDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
100
Appendix 1 (22/41)
1433
1134
1433
I4K
1437
143S
1439
1460
1461
1462
14(3
1464
1463
1466
1467
I46S
1469
1470
1471
1472
1473
1474
1473
1476
1477
1478
1479
14*0
I4tl
I4t2
1413
14(4
1485
14<6
1487
I t U
1419
1490
1491
1492
1493
1494
1493
1496
1497
1498
1499
1300
1301
1302
1503
1304
1303
1306
1307
1508
1309
1310
1311
1312
131]
1314
1313
1316
1317
13K
1319
1320
1321
1322
1323
1324
1325
1326
1327
I32S
1329
1530
530 36
3304
S3IO4
53109
531.1
53121
531.39
531.3
331U
53193
332.01
332 1
33212
332 16
5322
532.23
532.24
532.32
53235
532.42
332.31
532.58
332.6
532.61
532.72
532.73
532.76
532.9
332.92
333.07
33329
533.35
533.4
33342
53394
53391
534 23
53461
534 69
534.71
53502
535 1
535.3
535.11
535 82
33591
53593
53597
535W
536 13
33662
536.12
336 99
537.17
537.19
53763
537.67
537.69
537 71
537 72
537.73
537 76
33711
537 IS
537 95
537.97
538 0]
531.03
538 14
53119
531.21
33123
T140
TISO
T130
Ti40
Ti60
TI40
Ti35
T14O
TiSO
T140
T160
T140
Ti20
Av60
TJ65
T155
TilO
AvSO
AvSO
TJ50
TJ55
Tl40
T140
TISO
T I K
TilO
TiSO
Tl40
TI45
TiSO
T1H.45
T«40
TiSO
TiSO
T160
Ti 10
TiM
TIM
TI6S
TITO
TI6S
TJ55
T160
T140
TISO
T1H»4S
T130
TISO
Ti95
TISO
Ti35
TI30
TiTO
T170
TiSO
TISO
Ti45
TI35
TilS
TilS
Ti45
T140
T1HI60
T130
TilO
TIHa30
TilS
T183
T185
TISO
TIM
Tito
538 26-53816
538 21
531.26
531.36
53837
33139
5384
TltO
TI
Tl
TIIO
Ti75
TilO
25.2
353.7
25.2
92.7
11.7
97.2
92.7
31.7
387
47.7
55.S
603
693
693
530.511
531 152
531231
332446
332.924
334 163
335434
•4fiKlunscnslKsl
84
133
IOS
27
18
99
33
60
71
61
38
60
68
60
2
2
2
4
3
4
2
330 41
33151
53172
53188
532.00
53240
532.70
533 16
53369
53396
534.41
53410
535 00
535 60
53571
53519
53694
537.32
538.29
36
74
64
88
61
19
73
72
330
295
88
103
25
16
25
20
74
5]
35
48.1
88 6
344
42.3
344
70S
68.4
81.4
582
46.7
80 5
663
73.3
65
65.8
56.4
82.7
61.2
15 2
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
101
Appendix 1 (23/41)
1531
1532
153!
1534
1535
ISM
1537
IS3I
1539
1540
1541
IS42
1543
1544
1545
1546
1547
1548
1549
ISM
1551
1552
1553
1554
1555
1556
\S51
15SS
1559
1540
1561
1562
1563
1564
1565
1566
1567
156<
1569
1570
1571
1572
1573
1574
157S
1576
1577
157»
1579
1510
1511
1512
15S3
ISS4
I5S5
1586
1587
1588
15S9
1590
159]
1592
1593
1594
1595
1596
1597
53«48
S3S5
53859
53871
538 76
53883
S31.92-5J9.
SM.9S
531.97
531.0}
»».«
S39.M
S39.W
S3J.I1
5J9.1J
539. It
S».2I
539.13
SM.U
5».»
S39JS
S3»J*-S3».7
539 J*
539.77
539 77
539 12
53915
S19B
541
54133
54161
541.71
541.74
541.77
542.25
54246
543.09
54435
546 14
547.06
547.22
547,31
547.37
547 62
547 68
54778
547 79
5412
54125
mil
54J.33
54141
54889
548 97
549 05
549 55
55167
55195
552.31
55235
554.01-554.4
354 42
554 48
556.35
557 9
559 96
560 06
560.15
560.3
561 26
T130
T.20
TJ45
T>65
T|65
TJ15
7
TlOO
TJ55
T145
T i »
TIMu25
Tuna 75
T8 20
T180
TI45
TJOO
Ti4O
T, 40
Ti35
TJ20
7
T145
T145
T150
TJ40
Ti20
T160
Ti»>
TJ40
T. 40
T16O
T160
T15O
Ti!5
Ti50
T130
TIH16S
Ti65
Ti75
T16O
TiOO
TlHltO
TI90
Ti35
TiOO
Ti40
T.20
Ti55
TI70
T140
Tl50
T»30
TlOO
TIH135
Ti60
T i »
TI30T8 60
TJ30
0
T170
Ti30
Ti90
Ti70
Ti25
Ti65
T170
T|75
TlHi75
1062
25.2
2.7
358.2
24.3
33.3
28 S
288
Cere lots m. 0J5 • (frBctartd rock)
The depth* affractarvscu be iacorrci
2-4 fncturcs en
a n loss
Core km IM- 0
539 195
ishod
539.763
539.867
540015
547 436
547 868
24 m (lecha.
36
16
59
43
139
61
II • • • ! )
1
6!
69
SI
59
75
24
2
10
2
6
3
1
5)8 80
53955
539 8«
HUM
54154
5426S
543«O
54539
546.51
546 89
547.23
547 35
550.92
55301
SS7.J0
559 03
559.12
559.63
56
101
40
3
343
SI
104
92
141
63
103
104
64
36
121
11
140
10
76.2
39.5
666
3»3
32.9
60.9
72.7
77.5
7 6 7
47.2
28.3
26.3
22.2
74.3
77.7
854
636
892
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
102
Appendix 1 (24/41)
an• 399
1600
1601
1602
140)
1604
1605
1606
1607
1601
1609
1610
1611
1612
161}
16U
1613
1616
1617
1611
1619
1620
1621
1622
162}
1624
1623
1626
1627
162S
1629
1630
1631
1632
1633
1634
163]
1636
1637
1631
1639
1640
1641
1642
1643
1644
1643
1646
1647
1641
1649
1630
1631
1632
1633
1634
1633
1636
1657
1631
1639
1660
1661
1662
1663
1664
1665
1666
1667
166S
36142
361.S4
36116
56189
562
562 09
562.12
363.96
565 65
366.31
56154
36155
56158
361.39
36901
369 0}
56903
56911
569.12
573 01
573.1
376.1
37135
S7«.57
571.61
31149
511.55
Si 156
511.61
51161
3117
511.77
512 03
512.13
312.2
312.23
5123
51241
51252
312.65
512.61
512.12
314 92
314.93
514 96
sun
511.11
511.14
5U.97
311.99
319.9
590.02
590.03
392.65
592.12
594.14
594.24
594.99
593.01
59513
596.44
597 1
60233
602 44
602 41
604.14
604 49
606.73
607.93
60143
6016]
T15S
TiSO
TlMulO
TI70
TIIO
T, 15
Ti70
Ti65
T130
Tl60
Ti60
Ti40
TiTO
Ti65
TiSO
TiSO
TiSO
Ti65
TITO
Ti60
T140
TIM
TlOO
TiOO
TlOO
TiSO
Ti90
Ti60
T175
Ti30
TiTO
TiSO
TiSO
TIIO
AvTO
Ti90
TI35
Ti90
TIHa40
TiSO
Ti70
Ti90
TI70
TI30
TI60
TI35
Ti«O
T150
TI60
Ti60
TJIO
T130
TI35
TITO
TiSO
TIHaSO
TilO
T16O
T160
TiTO
Ti90
Ti93
Ti35
Ti40
Ti75Tl60
TI35
Ti90
Ti40
TIIO
T16S
79.2
1062
7.2
110.7
106.2
117
74.7
124.2
106.2
124.2
124.2
432
211
551
693
19.1
73.8
693
21.1
60.3
42.3
31.3
51.3
21.1
SK
361.937
565.692
573.129
576,156
511.664
511.913
512.221
51242
$19 73
390DO9
592 715
594.506
596.362
607.19
601372
608 563
7
n
5596
31
249
16
30
95
74
132
19
90
61
SI
74
17
39
53
39
14
41
32
•6
29
40
71
17
55
45
40
69
1
11
3
IS
2
3
9
2
7
62
1
0
10
1
10
13
36313
564 01
566.35
567.55
573.93
579.37
57916
31003
51267
51*64
516.12
517 69
39213
60176
114
130
113
17
117
121
41
145
69
55
114
US
102
97
342
71.1
7t.9
73.5
41.7
57.4
•6
10.2
77.7
32.1
64 1
72.4
77.4
71.3
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORGRDR
PORCRDR
103
Appendix 1 (25/41)
1669
1670
1671
167!
1675
1674
1675
1676
1677
1671
1679
16S0
I6SI
I6S2
16S3
I6S4
1615
16<6
16<7
16SS
1619
1690
1691
1692
1693
1694
169!
1696
1697
1698
1699
1700
1701
1702
1703
1704
1705
1706
1707
170>
1709
1710
1711
1712
1713
1714
1715
1716
1717
1718
1719
1720
1721
1722
1723
1724
1725
1726
1727
I72S
1729
1730
1731
1732
1733
1734
1735
1736
1737
1738
1739
1740
1741
1742
609.79
610 II
610 56
61058
6106
610 65
61019
61094
611 07
611 17
611 47
61536
616 16
617 38
617.11
617.92
6186
619.01
622.04
624.65
62495
625 85
626 39
62125
6288
628.92
628 99
62*43
63045
630.96
631.13
631 15
63125
63201
633,78
63725
63885
6396
640 16
640 38
640 9
640.93
641 13
641 14
641.33
64154
642.33
64237
642.81
643 86
643.96
644.21
644.62
64467
644.74
644 85
64487
644 93
645 17
645 38
645.47-446.
64547
445.57
646.07
446.M
446 26
64639
646.4
646.53
64674
646 97
646 99
647 34
647 36
64712
Ti60
T. 95
Tl40
Ti40
T|95
Tl40
Ti95
T16O
TJ70
Ti90
T|75
Ti85
T145
Ti70
TITO
Ti90
TI45
T. 00
T160
T140
Ti25
T»30
T160
Ti65
TiSO
Tl55
Ti75
Ti55
TIM
T i »
T. 85
T18O
TiTO
Ti8O
Ti90
T175
Ti6O
TlTO
Ti35
Tl20
Ti90
Ti80
TJ70
Ti«5
TiSO
T175
TiSO
T I «
TI75
Tl90
TlTO
Tl»5
Ti30
T130
T l »
Ti95
Ti90
T195
Ti 100
Ti85
3
T.85
Tl95
Tl95
T190
T i «
T|9O
T|9O
Tl90
T195
Tp95
Ti 15
T»55
Ti90
T|9!
106.2
1062
125 1
314 1
981
89 1
71.1
1106
1026M.I
936
89.1
1881
1476
278 1
278 1
551
603
73.1
64.8
73.8
648
378
10.8
73.8
693
738
614
59.4
369
549
729
610.576
616052
6 7.669
642.413
644 767
55
39
71
57
52
Can km lot #.06 • (ucta. reaaooj
The depths of fracMreseu be jacorre
core loss
60
52
T9
50
46
1
3
13
13
2
2
63509
63193
639.32
639.76
645.86
646.27
64648
64747
647.82
127
138
140
94
123
53
I6B
20
9
834
773
656
667
39.4
70
528
79
829
PORGRDR
PORCRDR
PORGRDR
PORCRDR
PORGRDR
PORCRDR
PORGRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCR
PORCR
PORGR
PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
PORGR
PORCR
PORCR
PORCR
PORCR
PORGR
PORCR
PORCR
PORCR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORGR
PORGR
PORCR
PORCR
PORGR
PORCR
PORCR
PORCR
PORCR
PORCR
PORGR
PORGR
PORGR
PORCR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORGR
104
Appendix 1 (26/41)
174]
1744
1745
1746
1747
1741
1749
1750
1751
1752
1753
1754
1755
1756
1757
I75«
1759
1760
1761
1762
176)
1764
1765
1766
1767
1768
1769
1770
1771
1771
1773
1774
1775
1776
1777
177»
1779
17W
17<l
1712
1713
1784
1715
1786
I7«7
I7U
17»9
1790
1791
1792
1793
1794
1795
1796
1797
1798
1799
1100
1101
1102
IS03
IS04
1805
1M6
1107
not1109
1(10
1SI1
1112
1«U
1114
647 95
64(17
648.25
648 44
648.48
648 56
648 6)
64865
649.21
649.25
64939
649 6
649 97
649 99
650
65O0S
650.3
650 34
65041
650.64
650 68
652.24
652.26
653 48
653.24
653.65
65373
653.75
653.86
653.89
654 03
654.04
654.26
654.31
654.31
654 41
654*6
654.49
654.93
655 03
655.69
656.62
65667
65671
659.2
660.34
660.44
660.52
660.54
660 56
660 88
66134
661.59
661.64
662.22
662.41
664.34
665.61
665.88
666.05
666.3
666.31
66653
667.05
667.14
667.3
66743
667.73
669 29
671 11
671.14
673 38
TJ50
Ti90
Tl«O
T13O
Ti80
Tl 10
TJ90
T120
T130
Ti85
T135
TJteTi90
T1»O
T i n
TIMuTO
T140
Ti40
TI90
TI70
T135
Tl70
TiSO
Ti9O
Ti20
TlMuW
Ti90
Ti90
Ti90
Tl90
T150
T130
Tit!T120Ti30T160TI60TIW
TI20T I M
TI70
Tl60Ti90Ti60
Ti75T160T135T140Ti60TiTO
TI70
Ti3O
TiTO
Ti55
TJ55
T135
T1I5
TITO
T130
Ti95
TilOC
Ti90
T195
Ti75
T135
T14O
TiSS
Ti95
Ti90
T120
T120
T»95
846
53 1
44 1
35 1
35.1
26 1
126
305.1
305.1
359 1
278.1
72.9
72.9
36.9
41.4
414
27.9
27.9
684
8.9
459
549
654 196
654 505
664.396
668.311
186
50
56
86
69
87
36
1
4
648.32
648.51
65702
658.16
658.40
660.24
662.22
66509
671.36
671.73
672.96
] U
105
103
68
54
67
6
258
206
194
199
46
57.8
69.7
39
62
53.5
88.3
8 6
82.2
85.2
81.2
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
105
Appendix 1 (27/41)
1813
1116
1117
1818
1819
1820
1S2I
1822
1823
1824
1SIJ
1S26
1827
1828
1129
1830
1831
1832
1833
1834
1835
1136
1837
1838
1839
1840
1«41
l<42
1843
1S44
1845
1846
1B47
I M S
1S49
1830
1151
1852
1853
l>54
1855
1SS6
1S57
1858
1159
1S6U
1861
1862
1863
1864
1865
1866
1867
1868
1869
l«70
1871
1«72
1873
1874
1875
1176
1877
187S
1«79
1880
1SSI
1SS2
1883
1884
1885
673 79
67452
674,87
674.99
677 62
677 7
68021
680 31
68035
68037
68042
650 43
680,85
680.97
68101
6S1.33
681 38
68142
681.43
681 43
68146
68146
68147
681.5
681.55
681 58
68166
681 74
68184
681 89
68201
682 04
6822
682.58
683.97
686 22
6868
687.42
687.44
687.53
687.55
687 57
687 59
687 64
687 75
688.09
688.32
68849
69146
69167
691 68
69177
691.77
69193
691.95
69103
6925
692.52
6928
69292
69293
69294
693 25
693.26
69326
693 41
693 41
694.28
69527
695 93
696 11
T195
T|65
Ti90
T19U
Ti 90
TiB5
Ti80
Ti80
Ti20
T,1S
Ti SO
Ti95
T18O
Tl30
T«50
Ti20
T. 90
Ti30
Ti85
Ti30
TiSO
Ti20
Ti20
TI70
TJ20
TS20
T|7O
Ti60
TiSO
TJIO
T16O
TI 10
TI60
T|8O
TJ70
TiSO
Tl60
Ti75
Ti75
Ti65
T|95
Ti20
Ti20
T|7O
T|7O
Ti95
T. 35
T160
TllOO
Ti 100
T18O
T16O
T U 5
TiBO
TiSO
Ti75
Ti60
T|7O
T|7O
TiSO
TiSO
TiSO
T I 2 0
T|9O
TISO
T|9O
Ti90
Tl80
TJ70
TJ70
TiOO
273 6
35 1
278 1
314.1
179 1
179 1
359 1
359 1
9 3 6
228.6
107.1
57.6
71 1
89 1
59 4
6 8 4
6 3 9
68.4
54 9
5 0 4
6 8 4
7 2 9
5 9 4
5 4
54.9
72,9
5 9 4
594
673 608
674097
681.467
684 301
693.312
694.592
695.422
IS4
184
358
64
170
32
3
! 7
85
84
46
90
69
62
1
1
1
3
2
229
13
678.27
679.58
680 33
68178
6U.97
685 49
68613
690.92
69124
692 96
69524
102
67
84
106
5
10
349
355
32
118
18
27.3
73.8
56.3
74 6
70.6
60.5
52
4 9 8
754
7 0 5
4 8 5
PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
PORGR
PORGR
PORCR
PORGR
PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
PORCR
PORGR
PORCR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORCR
PORGR
PORCR
PORGR
PORGR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
106
Appendix 1 (28/41)
1S86
1M7
IMS
1X9
1190
1191
1192
1893
1194
1195
1196
1191
1191
1<99
1900
1901
1902
190}
1904
1905
1906
1907
1901
1909
1910
1911
1912
1913
1914
1915
1916
1917
191t
1919
1920
1921
1922
192)
1924
1925
1926
1927
I92S
1929
1930
1931
1932
1933
1934
1935
1936
1937
1931
1939
1940
1941
1942
1943
1944
1945
1946
1947
IMS
1949
1950
1951
1952
1953
697 41
697 44
69771
69141
699.07
699 36
700 13
700 95
70103
70143
702.32
70236
703 07
703.(4
704.51
704.54
705.43
705.44
706.32
709 79
709.92
711.29
711.34
712.01
712.03
715.21
715.57
719.77
720 07
72141
725.59
725 63
725.71
725.12
725 96
726.26
726.27
726.33
727.12
727.15
727.49
727.91
731.51
7317
731.76
7326
733.97
734 1
734.38
734.47
73449
73562
735 64
737.52
737.65
737.7
739.13
73917
73991
73992
740.31
74031
7404!
741.32
4144
41.56
42.22
42.22
T1S5
T»«0
Ti75
Ti»0
T120
Ti90
T105
Ti70
Ti40
T175
TltO
T, 65
TilS
TllS
T175
Ti«5
Tl90
T1«O
TilS
Til5T130
T160TITO
TI40Ti50
Ti40Ti25T16O
Ti75
T i K
TiO5
Ti30
T|55
TinTII5
T U 5
TiOO
T1I5
Ti»O
Ti«5
Ti95
T»75
TI40
Ti 30
T»30
Ti40
TllO
Ti)O
Tl20
TlJO
Ti 15
TIM
TlJO
Ti20
TI65
TilS
Ti20
Ti 15
Ti20
TilS
T130
TiSO
Ti20
Ti90
Ti65
TiSO
Ti60
T»IO
351
441
125 1
S.l
306
134.1
233.1
1476
125 1
92.6
119
774
639
234
504
594
72.9
614
639
0.9
697.392
699 425
700 62
703947
706376
707.706
710.541
711365
711.373
712.712
719103
72009
721.477
725.596
725.935
726.335
727.324
740 411
742.2>1
347
73
322
354
142
130
lot100136
41
312
312317
91
3
353
35
0
52
M
n
36
16
75
61
55
59
72
25
57
67
71
9
40
11
21
47
46
1
0
5
1
1
2
2
2
4
12
4
5
4
4
13
3
4
20
45
700.11
70165
70231
703 25
723.45
723.W
723.91
724.34
725.64
734 99
735.21
737.20
737 93
73911
741.43
104
17
5
21
20
342
7
211
19
92
U
19
29
39
131
113
1 1 )
67.6
H 6
19
•6.2
S3 6
17.2
131
464
661
40.4
5 7 t
655
74.5
PORCR
PORCR
PORGR
POROR
PORCR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
107
Appendix 1 (29/41)
1954
1955
1956
1957
I95S
1959
I960
1961
1962
1963
1964
1965
1966
1967
196S
1969
1970
1971
1972
197)
1974
1975
1976
1977
197S
1979
1980
19SI
19S2
1913
1984
1985
1986
19S7
i « a
1989
1990
1991
1992
1W3
1994
1995
1996
1997
199S
1999
2000
2001
2002
2003
2004
2005
2006
2007
200*
2009
2010
2011
2012
2013
2014
2019
2016
2017
2018
2019
2020
2021
2022
2023
2024
2025
2026
2027
2028
2029
74226
742.3«
742-64
742-92
743.24
743.54
743 81
744 01
744 .87
745 14
74562
746.69
74675
747 11
747 25
74837
749.13
749.14
749.26
749.3
749 98
75002
750.44
750.48
750.55
750 64
75105
751.17
751.2
751.24
751.27
751.38
75141
7S149
751.5
751.67
75174
751.79
75181
751.82
751.86
75187
75188
751,91
751.94
75195
751.97
752.04
752 06
752.1
752.15
75232
75238
752.39
752.49
752.66
752.79
752.86
753.01
753 07
753 18
753.24
753.31
753.31
753.35
753.78
753.84
754.39
75453
756.35
756 82
757.12
757.24
757.34
757 56
758.13
TlMu45
TJ15
TJ90
Tl!5
Ti70
Ti65
Taso
T195
T i W
T120
T1H1S5
Ti30
Ti55
Ti80
Taso
T«15
Ti55
TiSO
Ti85
T150
T150
TITO
TITO
T150
Ti55
TJ55
Ti70
TI60TI75
T130
T18O
Ti55
Ti65
Ti65
TJ75
TJSO
TiSO
TiTO
TI45
Ti35
T»TO
TITO
T165
TIMu 50
T»60
T170
T120
T18O
TJ90
T>15
TlHj40
T170
TiTO
T160
Ti60
T|7O
T.70
Tl90
TJ70
TI30TISO
TJ30
T130
TJ30
T|2O
TilO
T. 95
Ti35
TiO5
T.K
TUU70
T|6O
T»75
T T 6 0
T I 4 5
T. 20
107.1
93 6
143 1
8 0 1
17 1
8 1
89 1
111-6
102.6
9 3 6
44 1
120.6
89 1
93.6
1026
134 1
4 0 5
9
585
4.5
76.5
76 5
49.5
40.!
45
63
67.5
31.5
54
54
40.5
4 9 5
742 302
744 824
745.199
745.616
746.743
751.941
752.1B9
753.873
754.199
754.276
757 126
52
244
205
0
51
69
55
64
73
64
211
47
84
9
84
47
70
40
32
56
60
36
1
2
2
1
4
14
1
14
40
48
1
743 14
744 75
746.65
747.59
747 90
749 45
750.58
750.79
751.33
754.29
754 73
757 61
758 19
5
356
39
97
32
109
49
81
108
1
9
17
3
12 1
80 1
62.2
80.3
44.3
70 8
79 1
57.4
39 1
7 7 9
71
87.2
85
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORGRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORCRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
MY
MY
MY
MY
MY
M Y
M Y
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
M Y
M Y
M Y
M Y
M Y
M Y
M Y
M Y
MY
MY
MY
M Y
M Y
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
M Y
M Y
MY
MY
MY
M Y
M Y
PORCRDR
PORGRDR
108
Appendix 1 (30/41)
2030
2011
2032
2033
2034
2035
2036
2037
2O3S
2039
2040
2W1
2042
2043
2044
2043
1046
2047
2041
2049
2050
2051
2052
2053
2034
2055
2056
2057
2O5J
2059
2050
2061
2062
2063
2064
2065
2066
2067
2O6S
2069
2070
2071
2072
2073
2074
2075
2076
2077
2071
2079
2010
2081
2012
2OS3
2014
2085
2016
2017
20M
2019
2090
2091
2092
2093
2094
2095
2096
2097
2091
2099
2100
2101
2102
2103
2104
75*24
760 16
760 23
7604
760,67
762.38
762.7
763.03
7630*
763 65
76375
764.02
765.1
765.27
765.32
765 34
7654
765.44
766 05
7662
766.29
7663
76674
76611
766 93
7669*
767.04
767.3$
767.41
767 76
767.77
7«7.94
767 96
761.33
761.42
76152
761.56
761.61
76S.I
76812
76**7
769.03
769.63
76? 68
769(1
769.92
770.45
770.65
770.75
770.75
770.8
770.M
770.91
771.05
771.2
771.24
771.91
772.1
772.23
772.62
772.7*
772.79
772.9
773 16
773.41
773.42
773.62
773.6*
773.75
773 76
773.76
773.77
773.7*
773.86
773J7
Ti05
TJ«0
Ti90
T190
T1100
T I B
T125
Ti95
T i »
Ti20
TiW
Ti90
Ti95
Ti20
T135
TI3S
Tl40
Ti30
Ti6O
Ti60
T»H>70
T8 70
Ti45
T l »
TITO
Ti60
TiTO
T140
Ti30
Tl75
TITO
Ti(O
T13S
Tito
Ti45
Ti63
T14S
TiTO
Ti40
Ti70
Ti65
TiSO
TiTO
Ti55
T155
TiTO
Ti75
TiTO
TiTO
T160
TJ75
TITO
TltO
T175
TIH16O
TIHiTO
TITO
TITO
TiTO
TiS5
Ti65
Ti65
Ti55
Ti55
TI10
Ti25
T1H160
T|4O
TI60
TI60
Ti60
TI60
Ti65
TiH.30
T190
17.1
I I
•0 1
26 1
26.1
8.1
21.6
7.1
354.6
576
30.6
3546
3.6
3.6
7.1
1.6
1.6
26.1
7.1
59 1
21.6
7.1
67.5
63
45
54
49.5
67.5
675
67.5
63
36
63
5*5
76.5
63
765
67.5
67.5
72
54
63
5*5
5*5
760.669
766.27
76**04
770.14*
770 909
771.276
352
8
355
31
352
21
S3
76
67
»7
67
88
2
3
2
759*3
763 71
764.76
765 1*
765.41
765,99
766 20
767.24
76*03
76162
76*74
76967
770.21
770.37
7T0.S*
770.77
771.06
771.21
771.44
77169
772.13
773.6*
44
34
*2
246
46
35
59
46
8
21
203
13
36
21
34
17
337
342
•5
326
239
1*2
52.1
59
63 1
88 J
63.5
7 3 *
693
*46
*43
87.7
15 1
33.6
5».7
12
62.7
6*6
61.2
65.9
56.9
31.5
356
44 8
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
109
Appendix 1 (31/41)
2105
2106
2107
2108
2109
2110
2111
2112
211?
2114
2115
2116
2117
2I1S
2119
2120
2121
2122
2125
2124
2125
2126
2127
2121
2129
2130
2131
2132
2133
2134
2135
2136
2137
2131
2139
2140
2141
2142
2143
214J
2145
2146
2147
2148
2149
2150
2151
2152
2153
2154
2155
2156
2157
2I5«
2159
2160
2161
2162
2163
2164
2165
2166
2167
2I6>
2169
2170
2171
2172
2173
2174
217$
2176
21T7
773.17
773 M
773 89
TO 9
T180
T1I0
TJ85
TJ50
773 91-774.00
773 91
774
774 02
774.02
77405
77408
774 09
77424
77426
774.27
77429
774 41
774.5
774.69
775.11
775.22
775.39
775.4
775.7
775.36
776 47
77649
776 65
776.65
776 7
776.89
77715
777.47
777.57
777.5*
771.1
778.71
779.13
779.5
779.61
77971
779,72
779 72
77991
7JO.5
780 51
780.31
780 67
780 7
780 78
7808
781.26
78119
782.38
782.39
782.39
7S3.13
783.47
783.63
713 79
784.03
784.05
786.81
787 06
787 0«
787.08
7*7.11
7»7 4
787 51
787 77
787 97
787 99
784.25
788 36
T145
T145
TI95
TJ95
Tl 10
T175
T135
TitO
T105
Tl»O
Ti90
T|75
Ti90
T16O
TJ50
T130
Ti70
Ti65
Ti95
Ti70
TiSO
T170
Tl»5T i M
TiSO
T190
TiSO
T I 8 0
T16O
T.95
TI95
T120
TJ85
Tl90
TISO
T170
T170
Ti 100
T1B0
TltO
T I W
Tito
TiSO
TIHaSO
TiSO
Ti45
T|7O
Ti30
TiSO
TI80
TI75
T180
T185
Ti95
TISO
T|95
TiSO
Ti60
T170
TISO
TISO
TIHa55
TiSS
Ti60
Ti55
TiSO
Tl»O
Tl90
T145
2 1 6
224.1
251.1
17.1
S I
350 1
340.2
97.2
331.2
16.2
71.1
S7.6
53.1
71.1
75.6
75.6
S3 1
62.1
71.1
57.6
2-6 T l fnaurcs crushed
773.914
773.942
776.554
778,733
779553
779 682
780.641
782.355
783.512
788301
27
15
242
115
51
65
208
35
209
61
46
65
86
32
90
85
87
89
61
56
2
1
8
4
4
14
13
5
7
7
777 30
778 30
779 70
781.27
783 69
784 11
7S4.38
7«5.3l
785.70
785.99
786.38
787 90
172
225
232
154
49
336
16
131
68
36
26
23
5 4 2
363
7S.2
7 0 6
89
72.1
89
51.7
7S
5 8 5
66.2
63 1
M Y
M Y
M Y
M Y
M Y
M Y
M Y
M Y
M Y
M Y
M Y
M Y
M Y
MY
M Y
MY
MY
M Y
M Y
M Y
M Y
M Y
M Y
M Y
M Y
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
PORGRDR
PORGRDR
PORGKDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
110
Appendix 1 (32/41)
2I7<
2179
21S0
2111
21S2
21S3
2IW
2I>5
2186
21S7
21SS
2IS9
2190
2191
2192
2193
2194
2195
2196
2197
2191
2199
2200
2201
2202
2203
2204
2205
2206
2207
220>
2209
2210
2211
2212
2213
2214
2213
2216
2217
221>
2219
2220
2221
2222
2223
2224
2223
2226
2227
2221
2229
2230
2231
2232
2233
2234
2235
2236
2237
223S
2239
2240
2241
2242
2243
78S.S6
7SI6
T D M
789.05
789.19
7894
7S9.S5
790.02
790.53
791.35
791.36
791.51
791.67
792.16
792.37
793.27
79361
794.22
7*4.28
794.51
7*5 04
797.12
797.27
7*7.28
797.29
797.31
797.32
7*7.33
797.34
797.31
797.43
797.67
797.74
7*7 89
797.91
7*7.96
791.01
7»«.0«
791.35
•0301
8O3S1
803.85
803.86
803.87
803.97
803.98
804.15
805.23
805 64
•03.9
•05 95
•08 2
tor4S808.47
808.68
81356
13.72
814.26
813.15
81536
81545
16.38
16.65
16.91
16.98
17.12
Ti 15
T150
T1H160
T1HJ65
Ti90
T8 80
Ti35
T130
TI60
T165
TiK>
Ti40
T165
Ti30
Ti75
Tl65
Ti65
TI20
TI20
TiSO
T170
TI10
T»60
T175
TI95
TI50
T»90
T»63
T155
T125
T»40
T135
TilO
TBU25
T8Hl23
Ti 15
TiSO
Ti60
T16O
TllO
TilJ
TITO
T165
T140
TI55
T»70
TiHi65
Ti55
TllO
TllO
T125
T16O
Ti*5
Ti70
TlHitO
Ti95
Ti85
TIM
Ti55Ti75'i 70
Ti95
T170
T165
T170
T»50
7.2
11.7
2.7
3402
25.2
20.7
35 1
261
30.6
17.1
35.1
359.1
3321
7.1
33.1
48.6
416
53 1
44 1
62.1
666
666
621
621
S3 1
35 1
396
53.1
57.6
7.6
791659
794.23
797.286
797.903
•02.551
•03 009
•03.825
103.951
804336
804.83
807.301
•08 182
814.176
815.249
816.894
117019
62
33
8
31
281
311
24
23
33
1
7
2
40
33
344
3
73
43
79
42
21
5
76
70
75
71
54
55
76
73
71
64
12
5
3
6
IS
2
4
7
20
788.72
792.33
794.53
796 86
800 68
801.08
801.24
•02.08
805 73
805.90
807.05
807.97
•09 38
81270
813.38
8I3SO
81*01
814 13
814.23
815.56
8I6OS
116 50
81673
81761
30
46
47
14
358
30
39
36
136
114
2
57
26
290
38
350
353
344
16
29
8
348
45
60
85 1
836
35.3
73.6
59.7
73.8
59
62.9
76.2
836
66 6
48
56.2
18.6
62.9
46.5
SO
568
69 1
486
457
663
56
61 1
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
MYMYMYMYMY
MYMYMYMYMY
MYMY
111
Appendix 1 (33/41)
2 2 U
2245
2246
2247
2248
2249
2250
2251
2252
2253
2254
2255
2256
2257
2258
2259
2260
2261
2262
2263
2264
2265
2266
2267
2261
2269
2270
2271
227J
2273
2274
1275
2276
2277
227«
2279
2210
2211
2212
22S3
22S4
2215
2286
2287
2288
2289
2290
2291
2292
2293
2294
22»5
2296
2297
2298
2299
2300
2301
2302
2303
2304
2305
2306
2307
23OS
2309
J310
• 1775
(17 91
81834
11142
818.84
81896
> I 9
819.3
11932
81935
• 1957
820.51
•20.55
820 59
82061
820 65
82069
820.71
820.73
82075
820.S
820.86
82163
82173
82174
82175
82193
82261
822.62
823.22
•23.27
•23 29
123.3
823.31
82339
82343
823.43
823 44
823.47
821.30424.1
813.il
tU.<2
821.7
8U.72
123.74
8U.7S
•23.74
82J.79
•13.12
• U K
•24.9I-S25.2
824.91
•25.25
825.29
825 14
825 38
825.47
82549
825 52
825 54
82555
825 56
825.7
82574
82574
825 78
825 82
825 83
TiSO
T[90
Ti90
Ti!5
Ti40
Tl35
Ti45
T.70
TJ30
Ti40
TJ75
TJ20
TJ50
TI45
T190
Ti40
TJI5
TI90
TISO
T1I0
TI90
TI70
TJ90
Ti«5
Tl«6
Ti30
T160
T145
Ti<5
Ti55
TiSO
T145
TITO
TJ75
T155
TI45
Ti85
TI60
T160
T170
T170
TiSO
Ti40
T155
T180
T12O
TI80T145
TI80
TlM»30
5
T»45
T145
TI55
T180
TiTO
Ti IS
TiSU
TiSO
TJ85
TISU
TiSO
T. «0
Ti60
T140
Ti»5
TI60
T175
53.1
53 1
3321
6 6 6
3042
34.2
53 1
3 5 1
5 7 6
4 8 6
612
43.2
817772
119.273
120 413
•20.523
•20 788
123 261
345
331
53
13
317
34
Core Ion lot. 8.99 • (fractared rack)
The acpths of fractara c w ac iacom*
core loss
OKClOU
core loss
care loss
core loss
core loss
C a n las 0.26
•23.633
823 789
824.216
82447
824715
824 766
82483
824871
• (fiacmtii
824.944
825.154
825.645
825 731
12
41
323
344
12
74
2
326
nek)
41
164
11
15
86
61
57
55
80
62
•t
53
66
79
86
7«
41
27
52
41
59
72
SO
1
1
2
3
1
4
2
8
4
4
1
5
2
2
4
3
2
1
817 64
817 7S
817.93
81912
•2043
S20J1
820 68
•21.24
822.20
823.12
823.94
•24 01
82449
825.03
825.2!
56
350
99
51
61
59
55
14
35
99
60
49
43
62
49
49.7
6 5 6
87,8
543
32.7
5 0 9
51.3
65.5
78.2
5 6 9
53.7
71.9
659
22.3
6 4 4
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
M Y
M Y
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
M Y
M Y
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
M Y
M Y
112
Appendix 1 (34/41)
2311
2312
2313
2314
23IS
2316
2317
231S
2319
2320
2321
2322
2323
2321
2325
2316
2327
232S
2329
2330
2331
2332
2333
2334
233S
2336
2J37
2331
2339
2340
2341
2342
2343
2344
234]
2346
2347
2341
2349
2350
2351
2352
2353
2354
2355
2356
2357
235>
2359
2360
2361
2562
2363
23*1
2365
2366
2367
2361
2369
2370
2371
2372
2373
2374
2375
2376
2377
237»
2379
23(0
2361
23S2
23<3
2384
2315
23S6
2317
23U
825 S6
825.17
•25 88
825 89
825 93
•25 97
12601
826 05
•26 13
826 17
12621
126 31
826 33
826 39
•2642
12643
12645
126.5
126.51
12665
12668
826 76
826 8
826 82
826 84
126 86
126 88
12691
126 92
126 94
126 91
127
827 0]
127 05
827.09
127.13
•27.15
127.21
127.24
127.21
127 31
827.33
127.35
127.42
127 45
127.51
127.62
82769
827.72
827 82
827 83
27.14
27.85
27 92
27.94
27.95
27.98
28.02
28 08
2812
2815
8282
28.24
828.37
828 41
828.62
828.72
828 78
28.96
29.03
2924
2991
29 99
3169
31.74
31.82
32.11
3213
T150
T170
TJ70
TI65
TJ30
T»S5
Ti65
T170
Ti70
T17S
T17S
T180
T170
TilO
T i M
TI90
TJ40
T140
T150
T i M
U30
T130
TJ70
TI40
T130
TiMoM
Ti55
TI60
T1S0
TilO
1120
T U J
T195
T145
TJ45
Ti9S
T i M
TIKI
TIMuTO
T1S0
T185
TI90
T120
TI6O
T130
T160
Ti70
Ti30
Ti90
T1S0
T150
T160
Ti 55
T125
T170
T19S
T140
TI4S
TIMuSO
T8 45
TS80
TI95
TI60
TI75
TITO
T1MU65
TS30
TI80
T140
Ti20
TiSO
T I M
TJ3B
T I M
TIMu20
Ti85
T i M
T»70
825 96
826.001
826288
(26 429
827.068
827.259
827.658
•27.765
827.78
827.92
82801
821.313
829.155
829.194
831619
831.667
832.055
132063
79
62
21
47
21
35
35
14
52
23
45
33
313
32
7
21
30
52
47
80
78
62
S3
45
52
55
53
74
67
72
54
53
43
40
84
$7
5
1
2
2
8
7
I
2
2
8
17
2
6
826 11
•27.14
828.97
829.33
831.08
83152
52
39
0
41
50
207
555
594
56 1
789
42.1
891
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
MY
113
Appendix 1 (35/41)
2389
2390
2391
J392
2393
2394
2395
23%
2397
2398
2399
2400
2401
2402
2401
2404
240S
2406
2407
2408
2409
24)0
2411
2412
2413
2414
241S
2416
2417
2418
2419
2420
2421
2422
2423
2424
242S
2426
2427
2428
2429
2430
2431
2432
2433
2434
2435
2436
2437
243«
2439
2440
2441
2442
2443
2444
244S
2446
2447
2448
2449
2 4 »
24S1
24S2
2433
2454
24S5
2436
24J7
2458
2459
2460
2461
2462
832 16
8323
83235
83293
833.16
833 86
834 31
834 92
83556
83701
837 02
83923
83925
139.63
850 04
850 67
85106
852 97
85354
85633
860 06
(60 44
861 39
861 57
86184
K2.M
863 I!
863 13
863.47
864.34
16435
86452
864 69
865 02
865 11
865 34
865 36
8654
865 15
165 87
863 88
866.19
866 31
866.71
866 87
86829
868.34
869.99
87061
870 79
870 93
S7IO2
871 13
873 07
873 09
873.29
873 43
873 48
873.63
873.94
874.08
87418
87452
87466
874.72
874 75
874 79
875.28
87695
878.01
878.08
878.23
878.29
878 31
T13O
T»50
T170
T»30
Tl70
Ti30
TJ8O
Ti95
Ti70
TJ90
Av40
T125
TJ3O
TIW
TI3O
Ti05
TI 10
Ti20
Tl50
Tl 10
Ti20
Ti20
TJ2O
TJ35
Ti30
Ti3J
T16O
Ti60
T110
T130
T120
T|75
TiTO
Tl35
Tl 10
Ti70
Ti70
TiW
Ti75
T135
T16O
TJ30
T.55
Ti20
Ti25
Tl2O
TilO
T J 3 0
T I 2 0
TlHi55
Ti80
Tl 10
Ti20
TilO
Ti30
Ti20
Ti40
TI20
TI20
T110
Tl IS
Tl 10
Ti25
T145
Tl 15
T165
TI50
T1H165
Ti95
Ti20
Tl 15
Ti50
Til l )
Ti85
62 1
53 1
215 1
62 1
62.1
57.6
8 1
53.1
53 1
8 1
17.1
359 1
29 7
70.2
702
34 2
29.7
162
7.2
43.2
387
7.2
297
297
832.265
833092
833.784
834 174
835 474
853666
860 203
878262
64
64
44
12
1
114
345
18
75
81
33
79
67
49
33
43
1
2
43
1
4
2
2
3
833 15
834 36
835 08
83663
U7.O2
847.33
861 91
863 41
B7I.39
87199
87565
877.52
87832
46
68
268
57
117
62
308
15
36
324
88
24
28
40.1
542
483
77.3
74.8
23
31.4
53 1
24
512
358
77.8
743
MY
MY
MY
MY
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGKDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
GRDR
GRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
GRDR
GRDR
GRDR
GRDR
CRDR
GRDR
GRDR
GRDR
CRDR
GRDR
GRDR
GRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
114
Appendix 1 (36/41)
2463
2464
24(5
2466
2467
2461
2469
2470
2471
2472
2473
2474
2475
2476
2477
247S
2479
2410
2411
24(2
24S3
24>4
24>S
2416
2417
24M
241?
2490
2491
2492
2493
2494
2495
2496
2497
24M
2499
2500
2501
2502
2503
2504
2505
2506
2507
2501
2509
2310
2511
2312
2513
2514
2515
2516
2517
251*
2519
2520
2321
2522
2523
2524
2525
2526
2527
252t
2529
2530
2331
2532
2533
2534
2535
25)6
2537
253S
2539
2340
U O l t
WO 82
Ml
HI 38
U 2 25
M2.33
U 273
U 2 9 6
U299
U301
K30I
X3O3
U3.O7
U343
183 44
K3 66
•S3 69
H371
U3.73
IS) 76
M3.77
O3.9
B391
i n 95
1*3 95
1*3 96
U3.97
U3.97
O3 9t
1*3 99
1*4 04
U4 0S
1*4.11
SW.15
U4.I6
U4.19
U4.2
U4.33
U4.37
U4.37
U4.3I
1*4.4
tU.42
O4.43
U4.46
H4.52
1*4.33
U4.S4
1*4.53
U4 64
1*4.65
ut.a1*4.69
K4.7I
8*4 7»
U4.I2
U4.9
SS4.92
SS4.96
U4.9I
tl4.99
K5.O3
U3.03
U5.07
U5.I
US 13
US. 17
tl)2l
115.23
U5 2I
U3.32
US 3)
US 35
MS 42
US 45
US 48
US 49
US 52
TJ70
Ti85
T1S5
Ti20
T120
Ti30
TlHaTO
Ti85
T130
Ti50
Ti20
Ti20
Ti20
TI3O
TiS5
T130
T115
T»23
T15O
T16O
T|4O
TlMu30
TIMulO
T1MU20
TI50
T120
TlTO
TJ20
T » »
Ti65
Ti60
TIMu45
T145
Ti70
Ti70
TITO
T1MU60
T155
TII3
TI50
TiS5
TJ70
TI40
Ti«O
T»10
TJ45
T160
TIMuSO
T155
Ti20
T190
TIMuSO
TI30
TIMnTO
TI30
TIMu90
TlMuW
TIMuSS
TI70
TITO
TlMuTO
TIMnTO
TlMuTO
TIMuSO
TlMulO
T I M
TIMuSS
TIS5
TI90
TI55
TlMuTO
TlMuTO
TlMuTO
TIMuSS
TlMu60
TI30
TI95
TI20
S8O.2I
til.037
SS2.74S
X2.927
S>3 432
8J3M
SI4 062
•84 192
U 4 406
•S4.43I
« 4 56I
U 4 72I
114.76
U4IS2
U4.93
US. 124
U5.244
US.363
US 437
US 454
11
23
16
321
31
100
1
44
5
128
133
4»
13
24
139
61
70
161
47
162
74
«7
77
76
33
11
50
61
40
72
69
69
46
56
47
42
45
64
53
30
2
1
2
1
1
4
3
2
4
2
4
5
4
7
4
4
3
3
U0.06
IS0.79
U1.32
JJ1.73
882 12
U 2 93
U3 29
U 4 04
IS4.21
1*4.92
US49
16
31
n331
17
31
334
356
6
234
74
«7.3
64>
74.2
40
696
62 1
23
7«.3
55.5
7.1
354
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
115
Appendix 1 (37/41)
2541
2542
254)
2544
2545
2546
2547
2548
2549
2550
2551
2552
2553
2554
2555
2S56
2557
2SS<
2559
2 560
2561
2562
2563
2564
2565
2566
2567
2568
2569
2570
2571
2572
2573
2574
2575
2576
2577
2578
2579
2580
2581
2582
2583
2584
2585
2586
2587
258J
2589
2590
2591
2592
2593
2594
2595
2596
2597
2598
2599
2600
2601
2602
2603
2604
885 56
88557
885 62
885 64
885 81
SS5.97
8861
88649
88653
886 61
889 39
190 06
890.28
890 3
89033
890.34
89035
890.59
8907
890 79
190.89
890 98
891 1
891.15
89164
89188
89229
89255
892 68
894.04
894.37
896.36
8979
899 11
900.35
TI20
T120
T i »
Ti90
Ti90
TJ55
T190
Tl 80
T180
TISO
TiHa90
T115
T125
Ti60
T|75
T165
T1H170
T11CI
T1H»65
TJ70
TI65
T175
TI70
T l 10
TI90
TI60
Ti 100
Tl 10
T120
TiHiSO
TIHjSO
T180
T8 70
TilO
TJ70
901J3-MUU
90333
904.52
90639
90651
907 38
907.92
907 97
90801
90S I !
908 56
908.57
908.77
908.91
909.07
909.14
9092
909 26
909.46
909 94
909.95
91003
91004
910.07
910.25
910.28
91126
91127
91164
91167
Ti95
Ti 15
TITO
Ti20
Ti25
TiSO
Ti20
Ti20
TlHaSO
T I M
TiTO
TI4S
Ti55
TI30
T16O
TiSO
T16O
T16O
T160
T125
T16O
TITO
TJ50
Ti90
Ti70
TIH»65
T|7O
T16S
T»65
885 554
885 598
886 137
886515
88653
889 347
890.341
890.368
890.702
890.989
891799
892.509
896 305
21
13
3
278
21
272
85
76
76
80
91
10
20
Con Ion lot. 1J1 • (tecfca. rcajow)
cordon
core los
901806
902.504
906.385
909 055
910.029
34
275
5
78
95
28
32
42
62
89
70
89
72
75
S3
81
18
83
82
87
80
40
73
3
8
5
2
1
1
1
1
1
2
1
4
2
1
2
2
3
2
S86.S1
887.32
887 73
SSS-07
88833
889 12
889 85
891.32
89165
89363
897 66
899 10
899 82
900.15
900.34
903.67
90520
90541
905.86
906 07
907.21
90865
908 99
90983
910.15
910.71
91091
91153
37
58
81
262
260
96
37
267
264
37
30
38
267
217
209
6
11
115
89
SI
69
94
119
85
125
262
10
339
563
50
87.3
89 7
86.7
8 9 2
22.8
8 4 2
81 4
85
7 0 S
8 6 6
7 4 7
SOI
81.3
89 1
75
80.2
66
63
593
7 3 7
7 0 7
79 7
79
81 1
8 7 8
7 8 9
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
GRDR
GRDR
GRDR
GRDR
CRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
116
Appendix 1 (38/41)
2605
2606
2607
26OS
2609
2610
2611
2612
2613
2614
2613
2616
2617
2611
1619
2620
2621
2622
2623
2624
2623
2626
2627
2621
2629
2630
2631
2632
2633
2634
2635
2636
2637
263!
2639
2640
2641
2642
2643
2644
264S
2646
2647
2641
2649
2690
2651
2652
2693
2694
2695
2696
2657
265S
2659
2660
2661
2662
2663
2664
2665
2666
2667
266>
2669
2670
2671
2672
2673
2674
91112
91216
912.27
912.55
91256
912.71
9I1U
91211
912.92
91295
913 13
91352
91361
913.71
914.27
TltO
Ti40
T|4O
T1H>75
T1H175
Tito
T160
Til5
T160
T160
Ti95
TltO
T3 7O
Tl75
T190
914.21-914.7«
914 S3
914 92
915.2
915.75
916.23
91619
916.95
917 73
918 16
911.22
911.14
91901
920.31
920.33
9204
920 58
920.7
921 19
92149
92168
922.41
9251
925 95
92601
927.27
92114
92903
929.52
93001
93043
930 77
930 79
930.19
930 94
93101
931 11
93125
93143
932.02
932.1
932.23
932.25
93246
932.66
932.67
932.79
932.14
93213
932.11
932.93
93291
933 11
93346
93345
93657
Ti2O
Ti7O
ri75
T175
T163
T170
T175
T I M
Ti40
T143
TI63
Ti95
T16S
T16O
TlH>70
Tilo
T160
T I M
Ti95
Ti95
TITO
Ti70
TI85
TITO
TI45
Tit5
TiTO
T165
Ti20
T163
T175
Ti35
TiMuK
T4M.90
T1100
Ti70
TiTO
TilOO
TlHl90
T170
T195
TI75
T160
TitO
TITD
T190
TltO
T17O
T1I5
T195
T195
TIMuSO
T185
Ti70
TiSO
314 1
41.6
17 1
62 1
48 6
35 1
231.1
SOI
219.6
416
17 1
271.1
56.7
612
207
70.2
61.2
34.2
79.2
657
657
65.7
47.7
43.2
912.141
912.556
913394
913666
331
13
96
97
C « n km m . • J2 m (tecka. reagn)
914101
916993
920455
921.296
922.417
922.366
926.036
926.104
921.173
929.057
930.137
930.93
932.197
932.916
94
40
114
351
88
179
21
17
351
19
121
211
120
124
52
11
89
31
74
13
67
90
76
31
12
14
14
IS
79
19
13
14
5
2
2
6
2
t
6
912.12
91241
91355
914.22
915.04
91547
916.16
917.63
91132
919.73
923.01
923.36
924.34
926 17
92674
927.65
92109
9JO42
932.64
93375
936 25
936 91
92
261
79
23
102
125
103
107
i n
272
206
195
291
175
96
134
305
261
113
230
219
275
166
569
13.7
14 1
73.3
39 1
145
72.1
166
16.7
159
17
31.5
52.3
77.1
707
16.6
135
134
30.7
16.7
30.7
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
CRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
GRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
117
Appendix 1 (39/41)
2675
2676
2677
267«
2679
2680
26SI
26S2
2613
2684
26*5
2686
2687
2688
2689
2690
2691
2692
2693
2694
269S
2696
2697
269S
2699
2700
2701
2702
2703
2704
2705
2706
2707
2701
2709
2710
2711
2712
2713
27H
2715
2716
2717
2711
2719
2720
2721
2722
272)
2724
2725
2726
2727
272S
2729
2730
2731
2732
2733
2734
2735
2736
2737
273»
2739
2740
2741
2742
2743
2744
2745
2746
939 1
93931
939.45
93964
93916
940
940.26
940 29
940 36
94032
94063
940 89
941 47
941.86
942.21
94325
943.57
94388
944 36
945.7
945.71
94627
946.7
9469
94695
946.97
947.07
947.0>
947 13
947.16
947.17
947.2
947.21
947.24
94725
947.26
947.33
947 4
947 41
947 42
947 49
947 65
9477
947.7
947.75
947.93
947.97
94122
948 24
948 3!
941.51
948 5!
94165
94875
948 78
948 81
94S.9I
94192
949 41
94956
949 62
949 79
949 84
949.87
95005
950 13
950 15
95032
95033
9504
95043
950 44
Ti65
T. 50
T|75
Ti95
Ti40
Ti40
TI50
TiSO
Ti20
TI20
T|25
T120
T i »
T I H J W
Tl60
T125
TI15
T120
T150
Ti25
Ti40
T140
Ti55
TJ35
T8 30
Ti2J
TJ40
T150
Ti50
T16O
T16O
Ti65
T100
TJ30
TI70
T|75
T140
Ti 100
T130
T3 60
TI45
T.60
T150
Tl65
T155
T120
TI15
TI40
TtMu4O
T160
T160
TI60
Ti20
Ti20
Ti20
Ti20
TlHa75
Ti75
Ti45
TiSO
Ti30
Ti30
Tt 50
TJ20
T130
TJ60
TJ30
TJ30
TJ30
Ti25
T130
Tl20
945.126
947.437
947.515
948 208
948918
949 839
61
34
46
78
10
15
57
74
42
64
85
49
2
2
2
2
2
2
937 14
937.70
937 82
939.07
93945
943.42
943.87
944.43
944.71
944.84
945.07
945.40
947 04
28
1
27
94
107
307
37
93
SI
SO
7270
69
55.9
16 1
45
84.9
86
506
74.1
599
60.5
683
43.7
41.2
468
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORCRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORGRDR
PORCRDR
PORCRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
PORGRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
MCN
MGN
MGN
MGN
MGN
MGN
MGN
MCN
MGN
MGN
MCN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
MCN
MGN
MGN
MGN
MGN
MGN
MGN
MGN
PORGRDR
PORGRDR
PORCRDR
PORCRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORCRDR
118
Appendix 1 (40/41)
2147
2741
2749
27SO
2751
2752
2753
2754
2755
2756
2757
2751
2759
2760
2761
2762
2763
2764
2765
2766
2767
2761
2769
2770
2771
2772
2773
2774
2775
2776
2777
2771
2779
27«0
2711
27(2
27*3
27*4
27»5
27*6
27*7
27U
27»9
2790
2791
2792
2793
2794
2795
2796
2797
279»
2799
2(00
2(01
2*02
2 » ]
2*04
2*05
2*06
2*07
2*0t
2*09
2*10
2*11
2*12
2*11
2114
2115
2116
2117
2111
2119
2120
2S21
2S22
95101
935.91
9559*
956 54
956.7
956.71
957.39
957.5
957.56
959 19
95969
964.07
964.17
964.57
964 69
966*
96*44
96*55
96*5*
96*77
96*77
9617*
969.31
969.(3
970 14
971.17
971.32
971.54
972.36
973.33
977.3
9*1 1
9*1.77
9(4 14
9*4 38
9(503
9M.7
991.29
991.33
991.55
991.12
991.92
99203
992 1
99235
993 19
994.46
994 59
994 62
994.72
994 94
995.19
995.2*
995 36
995.37
995.54
995.61
995.63
995 71
995.79
996.16
996.K
996.99
991.34
000.41
002 08
002.27
00243
003.21
004.29
004.32
004.34
004.53
004 U
00! 11
OOS32
Ti95
TiTO
TJ70
TilOO
Ti«O
Ti75
Tl*5
T1«O
T 1 U
TiSO
TITO
Ti40
Ti30
TJM
Ti70
Ti60
Ti90
Ti40
Ti95
Ti*5
TiTO
T i «
TiSO
T160
TL55
TilOO
T»65
T i «
TiSO
Ti75
T i «
TilO
TITO
TITO
TITO
TITO
T. 80
T195
T«90
Ti40
T1I5
TI90
TIM
Ti90
T16O
T1*O
TiJO
Ti90
T190
Tl90
TI65
Ti55
TI75
T165
T1I5
T, 10
"i SO
Ti75T i K
T.tO
Tl*5
T i K
T15S
Ti20
TilO
TI20
TilO
Ti73O
T1IS
T19O
TilOO
T195
Ti20
Ti90
TIW
T165
957.591
959.235
959.755
964.11
971*05
973 232
991514
994 417
995 154
995.694
1000.29
1001901
I t
76
88
69
54
29
321
336
324
336
64
347
12
60
(6
43
12
to
IS
(1
76
75
11
39
3
3
2
2
2
2
2
2
95307
974.31
971(6
9*2.16
90 .70
991.707
992.321
992966
(4
63
212
219
332
34(
340
354
171
77
( 5 9
*6I
16 5
M l
77.4
165
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGRDR
PORGR
PORGR
PORGR
PORCH
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
GR
GR
GR
GR
GR
GR
GR
GR
GR
GR
GR
GR
GR
GR
GR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
119
Appendix 1 (41/41)
:*23
2824
2S25
2826
2827
2121
2129
2130
2X31
2832
2133
ISM
2S33
2S»
2137
2131
2839
2140
2141
2142
2843
2144
2845
2846
2$47
2S48
2849
2 t»
1005 39
1005 65
1005 89
lot*
1006 04
1006 09
1006 21
100631
100661
1006.64
1006 65
1007 57
1008.02
1008 04
1008 94
1009 69
100971
1010
1012 6 !
1012 69
10137
1013 71
101449
1014.63
1016 11
1016.78
1017.37
1018.46
T150
TIKI
T|65
T190
Ti 75
TJIO
Tl80
T195
TJ50
T195
T U 5
T170
TJ65
T165
Ti20
TI90
T190
T.7S
T185
T145
T»90
TI95
Ti90
TITO
T. 60
Ti 100
Ti25
TiSO
1005.852
1009 522
1012.573
1013577
281
331
304
339
74
12
74
89
2
2
2
1
PORGR
POROR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
PORGR
120
Appendix 2 (1/17)
Core
fncorc
Khal no:
1
2
3
4
5
6
7
«
9
10
11
12
nuIS
16
17
11
19
20
21
22
23
24
23
26
27
2t
29
30
31
32
33
34
35
36
37
3S
39
40
41
42
43
44
45
46
47
48
49
50
SI
52
53
54
55
56
57
SI
59
60
61
62
Core
depth
(oi)
4361
46.22
47.22
47.61
47.79
41
48.16
48.82
S4.SS
55.69
56 44
58.03
51.26
3S.6S
58.69
60.41
61.63
6513
68 01
6123
71.15
72.81
73.27
73.2«
74.22
74.S4 - 74.9
75 01
7551
76.97
7691
77.25
79.67
79.73
•0.27
106
10.74
1013
11.23
1166
81.7J
1194
12.03
12.21
12.93
12.96
13.02
S3.14
13.16
13.26
83 49
13.71
83.98
S4.4
S4.7S
1413
I 4 U
15 11
8317
M I S
1X49
n )
90.15
Core
fact.
rype(jon)
A v 2 0 "
T l "
TiHa30
TilO
Av30
AvC)
AvSS
Av40"
Ti30
Ti45
T i «
Tl30
T l "
TilS
TilS
Av"
T l "
TI45
Ti35
Ti35
Ti35
Av"
AvO
AvO
AvIS
TIMaiO
Av20
AvIS
AvIS
Ti95
AvSS
AvSS
T1H.J0
TIMa65
Av23
TiW
Av95
Ti25
Av93
Av9S
Av9S
AvSS
TH5
Ti75
Ti«5
TiW
Ti40
Tl40
AV70
Av60
AvSO
Av60
Ti45
Ti4S
Av95
Av65
Ti45
Av30
TiSO
Til5
AvIS
Core
dir oT
dipO
1S3
Core
Sip
o
495
Core
specui
inibrm
4paoffna
TV
depth
(mi
47.122
48394
49.075
49195
50.533
52.871
73.362
74.187
74 704
HKXIVO
76.875
80.31
80.644
81.881
82.442
83.206
TV
dir of
dipf)
331
321
63
186
91
177
317
266
267
211
106
74
342
344
31
TV
dip
C)
24
85
14
62
55
72
11
31
22
2
16
43
73
75
21
TV
•ten
(nun)
4
1
3
3
1
4
17
2
1
1
4
13
]
1
1
Dipm
depth
(ml
45 139
45.693
45.997
47 085
49043
31.527
53.406
33.88
55.71
56 46
58.289
38.918
60.114
61.722
45.13
61.337
72.043
73.134
73.940
74.457
74.648
75.113
79.930
MU7
82 091
82 859
83 215
S4.816
87.910
89 544
Dipm.
dirof
dipO
293
311
84
282
36
277
297
341
277
315
288
262
2
250
171
206
238
269
267
290
360
295
127
84
342
218
279
3S4
235
Dipm
dip
o
21.7
50
9
354
195
216
31.1
241
354
20.3
23 1
309
15.2
17.3
366
43 6
18 1
127
28 1
20
24.2
107
312
368
75.5
143
606
862
76
63 1
TW
depth
(m)
TW
dir or
dipt*)
TW
dip
o
Rock type
LTONCN
LTONGN
LTONCN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
121
Appendix 2 (2/17)
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
10
SI
<2
<3
S4
85
S6
17
n
! 9
90
91
»2
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
10*
109
no111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
121
129
130
131
90.16
90.26
90 81
90 98
90 99
91.17
91.39
91 79
91.12
92.07
9239
9 3 «
93,98
943
94 56
94,73
95,43
95,51
9602
96 54
97 35
97 92
99.06
99 16
100 76
lot oi
101.S7
1019
102.87
103 25
103 26
103.42
10406
104 16
104.23
Av 15
Av45
Ti35
Ti 15
Av85
A v M
Av 30
Av25
Av80
Av70
Av20
Av90
TJ40
Av90
Av8S
Av85
Ti95T i U
Av20
Av30
Av 10
Ti40
Av30
Av 10
Av90
Av95
Av40
AvTO
Av40
Ti40
Ti40
Av70
Av75
Av45
AvSU
HU.26-1UJ1
104 41
104 55
105 05
11071
114 42
114 68
114 89
115.01
115 07
118.5
118 78
120.02
122.03
122.4
123 53
124 93
125.29
12602
126.14
127 45
127.79
127.82
128.27
12948
130 69
130.76
131.26
131.37
AvM
TWJ7U
Av90
TlHa30
AvSO
Av45
Av 30
Av2U
Av JO
Av95
Av40
TIH>85
Av20
Ti70
T J -
T140 -
Ta 20"
Av 50
Ti90
TIHJSO
TIHJSO
TiSO
TIHa
T125-
TI 30-
T I 6 0 -
T120-
Ti30
13I.5S-1J1.I]
13167
13173
131.74
131 8
13192
131 98
Ti60
T|6O
Ti95TllO
Ti60
T|6O
103.5
135
162
135
2205
90
18
81
36
81
91.136
93.564
100.852
101.05
101554
103.57
103.761
104.005
•raktacorc
104.69]
113.209
114.315
114.514
117.913
117.916
118 125
119.955
125.059
125 848
127 445
Brekcncort
131.862
173
138
313
308
267
82
270
248
255
341
IS
257
11
257
14
192
342
261
247
256
87
79
S6
ss34
85
74
79
82
56
86
65
90
54
89
90
15
65
80
67
2
3
2
2
2
1
2
11
2
10
2
4
2
5
1
3
1
4
9
2
90718
91023
93 968
94 721
94853
95 696
97.323
99 0O2
100766
101.070
IOIS27
102 869
103 981
104356
104 638
105759
110.710
113506
114.320
114 634
115 033
1IS.7M
120 067
122.030
I24.89U
125 208
125 987
127.512
I27.8S4
131,635
132 020
295
284
307
182
301
273
166
3
301
322
57
32S
228
237
204
356
82
358
199
237
293
106
181
292
295
11
260
228
244
264
246
5 5 5
89 S
3 8 9
6 6 6
35
37.9
15.4
5 8
85.3
74.7
23.7
17.7
70, J
84
84 1
3 1 6
5.3
167
8 1 7
60
9.1
13.1
8 6 6
12.1
126
6 3
47,5
»0 7
7 0 9
65.5
5 1 6
LTONCN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONCN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
122
Appendix 2 (3/17)
132
133
134
133
136
137
131
139
140
141
142
143
144
145
146
147
141
149
13(1
131
152
IS]
154
135
136
137
131
139
160
161
162
163
164
165
166
167
161
169
170
171
172
173
174
175
176
177
171
179
110
181
IS2
IS3
114
115
IS6
117
its
119
1%
191
192
193
194
195
196
197
191
199
200
201
202
203
204
205
13231
13235
13244
11253
132-57
13251
1331
1343
13534
13562
135 8)
136.21
136.24
13641
136.49
136.73
136 88
137.22
1379
137.97
13104
131.12
13129
1317
13919
139.57
139 «
140 72
140.94
141.63
14176
Ml 15
141.9
142.12
142.3
142.49
142.73
14314
143 81
144 81
144 94
14504
145.23
14533
145 46
14516
14512
146 36
46.7
46 79
47
47.09
4146
48 6
49 13
495
496
5029
50 98
51.62
51.63
5175
52.02
52.07
52.24
52.31
52 88
53.13
53.26
53.29
53.35
534
Ti60
Tl60
Tl60
TI60
TiAO
Ti90
Ti60
T|4O
Ti4S
Ti30
TilO
TlHiM
TlHlSO
Ti60
TlHlW
Ti30
TiHlTO
TiO
TIHli!
TlHaW
TlS«60
T1S.7S
TlHa63
TlHatO
T1S.50
T1SJ30
Ti3S
Ti30
T1H.65
TIH16C
TIHI43
TiHlTO
T16O
TIH16O
TlHlSS
Ti45
TlHalS
TtHaSO
TlHlSO
TIH165
TIH16S
TIH150
TlHlSO
TiHlTO
T1H16O
TiHl40
TiHi30
Ti40
TIH16O
TlHa20
T1HI90
TlHiSS
TiSO
T1H16O
TiHa20
TlHlSO
T. 40
TiHl75
T I 4 0
Ti40
TlHa60
TI60
TUta70
TSHlTO
T1H165
TiH.65
TIHaSS
TUfaSO
TlHi63
TIHl65
TIH16O
TIH16O
5J.43-1SJ.38
53 45
535
T16O
TIHa75
136.631
136.97
137.735
137.121
137.953
138.345
131.991
140.714
141453
141391
141939
142.107
142521
143.32
144.61
144.716
144.UI
144 913
143.013
145.13
143.239
146.444
146 791
146.173
146.921
147.204
149.577
149.721
130.369
15161
151.711
152.341
152.613
152.946
152.912
153.056
153.214
133334
Macn
133441
264
177
326
247
321
197
356
241
16
311
322
309
330
246
19
90
331
64
24
88
93
324
97
217
214
283
211
265
261
70
72
303
193
307
61
73
13
264
16
79
12
72
76
70
88
40
10
45
36
35
31
76
23
46
41
51
63
51
71
66
56
11
73
77
75
66
73
72
64
63
59
66
60
52
50
34
11
61
1
1
2
1
1
]
4
1
2
2
1
1
2
4
3
1
2
3
7
21
IM.2I0
136.349
137.139
131.077
139144
139 306
139955
140.174
141.627
141754
142043
142.223
142611
143415
143.755
144.765
145.610
146336
146 882
147.217
149.224
149.590
I5OO3I
130.377
131.114
152.326
132.662
132.936
53 467
220
269
163
104
345
79
334
196
116
271
214
211
309
239
239
3
231
303
321
262
30
237
160
243
149
204
270
290
290
616
40.9
709
40 1
396
6.2
1.1
S I.I
609
517
595
549
11.7
266
434
45
11.3
464
53.2
669
7.3
44.2
52.2
652
34
419
62.3
49.9
51
LTONGN
LTONON
LTONCN
LTONGN
LTONCN
LTONCN
LTONGN
LTONGN
LTONCN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
123
Appendix 2 (4/17)
206
207
208
209
210
211
212
213
214
213
216
217
21B
219
220
221
222
22J
224
225
226
227
228
229
2J0
2)1
212
2 ] 3
2J4
2J5
236
237
2JI
239
240
241
242
24J
244
245
246
247
248
249
250
251
252
253
254
2S5
256
257
258
259
260
261
262
263
264
265
266
267
2 6 !
269
270
271
272
273
274
275
276
277
278
279
280
153 55
153 6
153 71
I5J8I
154 15
IS4 38
1546
154 88
154 94
15504
155 1
155.24
155 31
15547
155 5
TlHa75
T1U65
TiSO
T I 75
T|45
Ti55
Ti55
T I H J 5 5
T I 2 5
T|65
T. 45
Ti65
T|75
T«50
Ti90
I5S.62-USW
IK05IK 12IK 1915624
156 29
156 32
19641
1565
13651
TiSO
TiSO
TISO
TI JO
TiJO
Av65
TiSO
Av40
T180
1K.(1-137.1O
136 62
156.7
lK7t
157.03
157.07
157.4
157 44
157.54
157.63
157.76
157 98
158.02
15838
158.43
158.36
138.74
138 9
138 96
15198
159.1
159.26
159.35
1595
159.89
16<l.)
160.45
160.57
1607
16107
16125
16178
162 14
16271
1634
163 51
164 36
163.05
16525
163 9
16599
16635
167 37
167 46
1676
1677
16(06
168 28
168 36
168 46
16852
168 84
T I 30
TlHiTO
Ti20
T1HI40
TiHa30
Ti40
Av40
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TiSO
AvtO
Av30
Ti35
T i M
AvS3
Av 75
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Ti20
T I 10
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T180
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Av75
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TiH>60
TJH»70
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T i M
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Tl JO
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Tl25
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Av65
Av60
Ti40
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Av30
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21 IS
119
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153
166.5
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234
175.3
231.5
385
238 5
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220.5
351
81
216
207
198
207
234
216
279
216
202.5
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54
58.3
4.5
13.3
4 9 5
81
585
US
85.5
45
4 9 5
81
9
8 5 5
45
72
72
72
585
76.5
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85.5
8 5 5
153 635
154352
154 87
155.022
55.057
Broken c«rc
br oorc 155.665
1K.09
136.206
IK.333
136 487
>raka«rc
I K 806
157 048
157 396
158 852
158.187
159 466
160216
160 428
160.729
161 191
161.605
355
219
221
149
304
231
247
230
298
276
316
24]
96
210
223
192
188
191
79
248
its
47
69
72
53
49
76
42
78
68
50
77
33
22
45
79
72
89
49
81
79
2
1
2
1
1
1
1
1
2
4
4
2
S
5
4
6
4
2
3
3
153 654
154 099
154313
155.005
156 426
137 823
158 757
158.945
159398
160.149
161.092
162438
163078
164 784
165 625
168.230
341
166
220
139
264
209
238
223
178
179
230
174
219
225
337
197
4 9 8
41.4
68.3
58
385
2.8
182
4 3 9
75.2
73
89.8
75.6
538
87.5
6 1 4
78 7
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
MDB
LTONGN
LTONCN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONCN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONCN
LTONGN
LTONCN
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LTONGN
LTONGN
LTONGN
LTONGN
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LTONGN
LTONGN
LTONGN
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LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
124
Appendix 2 (5/17)
2>1
2S2
2t3
2t4
213
2S6
2»7
2»8
2S9
290
291
292
293
294
295
296
297
29S
299
300
301
302
303
304
305
306
307
30>
309
310
311
312
313
314
315
316
317
3 IS
319
320
321
322
323
324
325
326
327
32a
329
330
331
332
333
334
335
336
337
331
339
340
341
342
343
344
345
346
347
168 89
170.23
17165
171.97
172.6
172.73
172.16
1729
173.17
176.21
177.73
177.77
171.23
171.41
I7t3
1799
ISO 17
1*0 ItISO 8
I I I 13i s m11141182 27
18251
113 07
113 78
IS4.52
1S4 62
1S4 7S
11413
115 41
1S6
116.27
186 36
186 36
186 72
IS6.SI
186 99
its
IB 16
IK 58119 76
119.11
11916
IS9I9
18991
119 94
190 07 •
190.23
190 26
190 6t
19178
191 t l
192 02
194 99
195.22
19547
195 81
195.16
195 92
95 97
96 05
196 13
9649
9649
19143
19169
Ti30
Ti40
Av20»
Ti20
TlH>40
Ti45
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Av30
Av30
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Ti30
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AvSO
Av20
TiHa40
TiHaSO
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Ti30
TilO
TilS
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Ti30
2SJ
297
2tt
225
279
243
274.5
270
279
22.3
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274.5
297
27
27
27
54
76.5
31.5
90
49.5
49.3
t l
t l
495
54
16981
170439
170.572
170.723
174491
175.216
176.4
I7t IS6
171539
179 915
110.245
112.377
IS646I
187 068
ltt.251
119 392
190.009
190.411
191304
191524
191.539
193.439
193123
194
273
303
172
19
32
97
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109
210
105
65
70
186
295
203
20
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277
202
210
169
176
41
74
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61
60
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21
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27
27
31
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27
42
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90
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2
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2
2
2
2
4
2
3
6
7
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6
3
3
2
4
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7
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171600
172.922
173.927
176 203
177.321
177.613
177.996
17I.3U
111.201
112.452
1S3 757
184112
116.355
111 001
119 Oil
194192
195 330
195.694
195.1S7
196 384
231
273
15
93
137
32
200
134
43
40
59
6
64
212
250
342
217
55
146
31
44 1
40 1
124
22.2
23 1
17.2
0.5
24 1
9.9
364
44.3
59.1
32.5
17.7
26.1
9.9
30 4
263
15.7
9 1
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONCN
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LTONGN
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LTONGN
LTONGN
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LTONGN
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LTONGN
LTONGN
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125
Appendix 2 (6/17)
34S
349
330
351
352
353
354
355 ,
356
357
358
359
360
361
362
363
364
365
366
367
36<
369
370
371
372
373
374
375
376
377
37«
379
310
3SI
3S2
3(3
314
385
3S6
3»7
358
389
390
391
392
393
394
395
396
397
398
399
400
401
403
403
404
405
406
4U7
408
409
410
411
412
413
< U
415
416
417
418
199 55
200.13
20015
20041
200 46
200 67
200.91
201.43
20345
20355
20365
203 69
204 16
2043
204 36
204 36
2044
204 72
204 99
205.3
20595
207.61
208.35
209 07
2093
21077
212.34
2124
21215
213.17
213.17
213.3
21359
21475
21516
21575
215.97
21607
2163
21616
217.29
217 V)
21799
219
220 13
220. IS
220.78
220S
22149
222.31
222.35
222.99
222.99
223 OS
223 62
223,65
223 71
224.05
224.32
22435
22442
2265
226 91
22S65
228 66
229 14
229 19
230.67
230 82
231.15
232.94
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Ti30
TJ40
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TiH>60
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211.5
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238.5
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216
72
1935
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945
23S5
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155
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252
252
63
54
63
279
54
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90
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49.5
243
328.5
49.5
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45
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72
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126
9
9
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40.5
31.5
5S5
3 1 5
81
855
31.5
3 1 5
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IS
IS
765
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7 6 5
315
36
27
135
315
3 1 5
9
9
31.5
31.5
31.5
315
315
27
27
45
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40.5
27
9
27
36
27
27
31 5
IS
18
18
27
585
200439
200 707
203 577
203 766
203 898
204 113
204 232
205.371
20(922
209 893
212.324
212916
213057
2158
217 149
2199S
221. «»5
222.822
223.745
224.382
226529
229.201
231387
232.157
232971
72
193
1S4
143
310
52»
317
193
345
204
34
271
82
78
63
79
256
79
68
320
41
48
60
219
55
24
29
SI
33
S5
74
73
61
S8
90
2
68
83
IS
34
46
34
55
51
26
28
37
85
87
38
2
3
2
3
1
2
5
2
4
3
3
6
1
5
1
6
5
1
3
2
2
2
4
1
2
200.115
200.307
200619
201451
203459
2O3.61S
212.247
212.755
214 905
215.740
217 135
217990
21S777
219 978
220 779
222.324
222.914
223.660
224.331
22649S
228 656
229224
230.113
231 163
232956
126
57
212
36
IS3
159
IS4
219
239
51
46
250
254
57
257
66
44
76
279
15
5
45
232
333
34
2 1 8
30 2
17
157
75.5
49
17 4
9.6
283
12.3
31.1
44 1
26.3
50.7
32.4
37S
184
38 7
24.2
40
35
2 6 8
44.7
17.2
26.2
LTONCN
LTONGN
LTONCN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
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LTONGN
LTONGN
LTONGN
LTONGN
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LTONGN
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126
Appendix 2 (7/17)
419
420
421
422
42]
424
42S
426
427
421
429
43<l
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
441
449
450
451
452
453
454
455
436
457
451
459
460
461
462
463
464
465
466
467
461
469
470
471
472
473
474
475
476
477
471
479
4W
M l
4»2
4S3
4S4
4<5
416
487
4SS
419
490
491
492
493
494
233.78
234.57
234 72
235.25
23574
236.47
216 65
236 79
236 84
236.98
237 03
237.32
231.24
238.39
238.9
239.19
240.13
240.23
24067
240.17
24151
241.59
24175
241.«7
242.5
242.S6
243.24
243.36
24342
243.4C
24382
244.3
244.37
245.11
245 25
24535
247.07
247.21
247.34
247.59
247.67
247.19
24S.22
24163
241 S3
248 98
249 12
249 16
249 23
2493
2493
249.37
249 47
249 95
5043
3053
250.56
250.71
251.14
51.76
252.09
253 51
253.66
254.3
54.39
54 59
254.7
255.27
56 09
256 36
256.9
257
57.25
257.46
57.49
257.62
Av6S
AvS5
TiSO
Ti90
TiSO
TiHlSO
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Ti40
TiSO
AvIO
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Ti3O
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Ti30
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112 5
126
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360
139.5
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233.793
235.216
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235.91*
236.479
236 54
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239.316
240 064
240 787
241 4*4
24S.9S9
249.267
250437
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212
176
209
239
229
232
117
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206
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275
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233.787
234.567
236.470
237.270
24I. IM
241.649
243 367
243.517
245 094
247.249
247 549
247 562
249.104
249.255
249.430
250.422
2SO576
250.752
251.786
252.066
255.247
256.319
9
352
234
262
266
192
239
239
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246
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101
30
250
218
2«7
2S9
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251
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36 1
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39.7
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19.1
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44.4
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43.8
31.3
74.8
19.3
3.5
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29.7
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LTONGN
LTONGN
LTONGN
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LTONCN
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LTONGN
LTONGN
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127
Appendix 2 (8/17)
495
496
497
49S
499
500
501
502
503
504
505
506
507
501
509
510
511
512
513
514
515
S16
517
518
519
520
521
522
523
524
525
526
527
528
529
530
531
532
533
534
5J5
536
537
53>
539
MO
541
342
543
544
545
546
547
541
549
550
SSI
552
55!
S54
555
556
357
351
559
360
561
362
36!
364
25829
238 55
25S7
2S9S!
2596!
259 84
259 98
26032
260 45
260 51
2606
2606
260 78
261 23
261.7
26193
262.2
26247
263
263 06
263 52
26401
264.62
264.84
26533
265.77
266 08
266.46
267.01
267.14
267.72
261 17
26135
268.57
26889
269 25
269 36
26942
269.5
269 74
269 76
269 98
270 16
270.36
270 46
27134
27252
272 64
273 25
273 23
273 71
274.3
274.67
274.78
27SJ»-27S5
276.87
277 33
277 54
278.79
278.M
279.11
279.19
279.24
279.73
279.84
279.87
280.14
280.1S
280.26
280.89
2SO93
T16O
Av45
T|4O
Ti20
T|4O
Ti30
T i «
Tl30
Ti20
Av40
T iO
T.60
Ti40
T i O
TiHa35
T.30
Ti25
TiHjtO
Ti 90
T. 10
Ti55
TiSO
TiSO
Ti85
Ti20
Ti«O
Ti 30
Ti40
TiSO
TilO
T iO
TilO
TilO
Ti20
Ti20
TJ 20
T, 10
Ti20
Ti25
TiHa 30
Ti70
Tl30
Ti20
Ti 15
TiSO
Ti30TiTO
AV90
T iO
Ti 90
Ti30
Ti80
Ti35
Ti30
7
T 1 2 0 -
Ti20
Ti20
Ti90
Ti20
TiHj35
Ti25
Av90
Ti20
T i M
T i M
T i M
Ti30
Tl JO
TiSO
TiSO
112 3
90
234
19»
252
225
2315
216
216
252
243
234
180
2385
279
274.5
270
252
288
236.5
297
583
297
270
270
72
103.5
171
324
243
351
243
171
360
JI95
36
9
5 8 5
31 5
63
58.5
63
45
4 0 5
49.5
27
72
40.5
18
3 1 5
27
3 1 5
27
3 1 5
31.5
4 0 3
40.5
4 0 3
3 1 5
18
3 1 5
135
81
81
27
8 5 5
49 5
90
18
18
CortlouUC
core tost
core toss
core loss
262 933
263 755
264 091
264.287
272.798
273.475
273.59
0.20 m (ted
275.774
277 123
279,047
1
271
263
268
189
279
233
M. reaji
268
199
295
65
81
73
80
44
48
86
MJ)
14
36
44
1
2
4
2
4
4
4
1
3
6
260.497
260.755
261.226
261.701
263.023
263.127
265679
267.001
267.527
268874
269757
272.396
274798
275.577
275.955
276.449
278.151
280 111
99
297
2(3
259
359
315
284
103
272
244
275
99
270
247
220
190
233
1
17.2
31 1
42.2
5 3 9
6 3 2
6 0 2
584
157
29 7
193
40
67
199
M
156
13 9
34 1
189
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONCN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONON
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
LTONGN
TONGN
TONGN
TONGN
TONGN
TONGN
TONGN
TONGN
TONGN
TONGN
TONGN
TONGN
TONGN
TONGN
TONGN
128
Appendix 2 (9/17)
Appendix 2 (10/17)
Appendix 2 (11/17)
Appendix 2 (12/17)
Appendix 2 (13/17)
Appendix 2 (14/17)
Appendix 2 (15/17)
Appendix 2 (16/17)
Appendix 2 (17/17)
Appendix 3 (1/7)
Appendix 3 (2/7)
Appendix 3 (3/7)
Appendix 3 (4/7)
Appendix 3 (5/7)
Appendix 3 (6/7)
Appendix 3 (7/7)
Appendix 4 (1/3)
Appendix 4 (2/3)
Appendix 4 (3/3)
Locality :ROMUVAAR Start Depth :339.000mB-No .-RO-KR3 End depth :426.134mB"Dia :5*m? e P a n x „ n :n°o. Appendix 5 (1/1)B-Dir Azmt :61.5 Scan Intvl :0.25
Inc :-70.1 Aspect Ratio :200 %Date :95/06/12 Scale :1/10Time :14:21:00
Range:346.500 - 350.500 m
Appendix 6 (1 /2)
3-ARM DIPMETER DATA PROCESSING
RGLDIP vsn 3.0 8 Mar 1995
DIPMETER AND CALIPER LOG
T.V.O.
ROMUVAARATOP OF WELL Long
LatAlt
North ref is magneticDepth units are metersVert scale is 1/100
Zone from 474.00 to 44.00Correlation interval 1.000Step distance .500Search angle 75.000 relative to well-axis
option complete automatic
interval correlation
• quality = A.B* quality = CD° quality = *
individual feotures
** quality = *
DOWN
HOLEDEPTH ARROW PLOT
20 60 90
overoging/decimotion = 4
WICRORESISTIVITY
CALIPER
mm
13C
50 -
/ •
V
149
Appendix 6 (2/2)
Appendix 7 (1/4)
Appendix 7 (2/4)
Appendix 7 (3/4)
Appendix 8 (1/3)
BHTV DATA INTERPRETATIONRGLDIP vsn 3.0INTERPRETED BHTV LOG
7 Mar 1995
ROMUVAARATOP OF WELL Long
LotAll
Zone from 379.00 to 299.00Format BHTV
North ref is magneticDepth units ore metersVert scole is 1/10Horiz scale = Vert scale
Core diameter 5.60crnVertical = well axis
BEDDING
FRACTURE/Identified units, with true thickness onthe well axis and mean strike and dip
N E S W NARROW PLOT
:orrected for deviotion
0 20 60 90• • ! .
DEVIATION
0 30
155
Appendix 8 (2/3)
Appendix 8 (3/3)
Locality :ROMUVAAR Start Depth :239.000mB-No :RO-KR3 End depth :341.053m Appendix 9 (1/I)B-Dia :56mm Span :004B-Dir Azmt :61.5 Scan Intvl : 0.25
Inc :-70.1 Aspect Ratio :200 \Date :95/06/12 Scale : 1/25Time :13:13:00
Ranae:310.000 - 320.000 m
LIST OF REPORTS KD
LIST OF POSIVA REPORTS PUBLISHED IN 1997
POSIVA-97-01 Model for diffusion and porewater chemistry in compacted bentoniteTheoretical basis and the solution methodology for the transport modelJarmo LehikoinenVTT Chemical TechnologyJanuary 1997ISBN951-652-026-X
POSIVA-97-02
POSIVA-97-03
Model for diffusion and porewater chemistry in compacted bentoniteExperimental arrangements and preliminary results of the porewaterchemistry studiesArto Muurinen, Jarmo LehikoinenVTT Chemical TechnologyJanuary 1997ISBN 951-652-027-8
Comparison of 3-D geological and geophysical investigation methodsin boreholes KI-KR1 at Aanekoski Kivetty site and RO-KR3 at KuhmoRomuvaara siteKatriina LabbasHelsinki University of TechnologyMaterial Science and Rock EngineeringJanuary 1997ISBN-951-652-028-6