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11

III

Preoject Title The Feasibility Study on the Kra Canal-Physical Aspect-

Name of the Investigator Associate Professor Dr Sucharit Koontanakulvong

Year May 1999

Abstract

This study is a part of group study on Kra Project comprising of merchant marine engineering

and environmental aspects This report aimed to summarize the studies related with the Kra

Project from the past and recommend the issues needed for further study The review of previous

studies started from the year 1793 up to present including the most popular reference used ie

T AMS(1972) The summarize of TAMS study was then included in the report However after

the year 1972 Thailand had developed the Deep water port projects ie Laemchabang and

Maptaphut Ports The study then summarized the developments and their impacts present

physical conditions in brief Besides the additional studies on port development coastal issues

and coastal engineering studies with foreign similar coastal development projects were also

included The main criteria of canal alignment development scheme canal section construction

methods construction cost and time were proposed Furthermore the further more detailed

studies on maritime engineering environment and economics were recommended in order to be

able to conclude the feasibility of the project and decide on the appropriate role of the country

towards the development of Kra Project

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8

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5

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7

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8

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7

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8

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7

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8

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nfl 25 llJm l~tllllJl~ 274000 v1lJ~hlJ1 ll~iJ~l1iijlVlllnv~~~111tlllJllOi~(i~fl11lJll1lJltllJnljll~ljlJIln~ 1m~fm

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II

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- 1111~tlJUl~ 500000 ~U (1-1~tl 250000 ~U)

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- (If) 33 5 lJ f)11~490 llJ~i V111 07 f)lJ

- ~Utli ~lJlW 22480 ~lUm~Vtyff1-1-r~tlllJ~f)l

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- UU1W-3~1-jlU~tlU (3C)

bull4 Qf iJ ~ 4IldI 4Ioltv CV

- m)JUl~ 100000 ~U ViitllJVlUlltl~IitlmtlVlllVlJUlitlUllJU 500000 ~U

- ~f) J 8 llJm f)1Jtli~lJlW 200 llJ~i V11 80 f)lJ

- ~Utli~lJlW 14000 ~1UlJlVl (2516)

~ QI I u t ~ I t ~I 3 UtinAlU ~l~H)Um (1J1u f)f)Uu nff2528)

~ OJ -1lU1Vi~-31-lJlUfWU

- 1111~tlJUlfl 200000 ~U d 31 I Q

- (If) 25 llJ~i f)1Wlltl-3Vl1-31~V1

- -3Utli~lJlW I 00000 ~1UlJlVl

4 ~1J lfl1JiVltJlfll~~1u~tJ j lYlfl1Vl[J(2532)

- tli~lJlWf)lj(l-3VlU~llJllU15A llJ~lf)h 300000 ~1UlJlVl (2530)

~ dI 0lt1 5 ffl~mlmj[J ntlljtlm~1Jiln fli1J[J (2540)

- 1 flHf)lj~~fltlfl0fTf)i~I~tliJ1l1f) lllJl-m~ltltl-m~lJ~

- ~tl-3~mlllf1i ~f)Ii hnj

6 ~il1nAlUI (2540)

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- V-31lJijf)li~mllmflffU llJ

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3 tJlljlm~~l~ lun~lu1IHlllnn11~ m)

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13

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1 llf)JYllJ 2 lff) nnl 1 Iff) )Vll J

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(rHntim~lJ1J)

565

(12)

1110

(14)

354

(10)

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(n(ltim~lJ1J)

425

(11)

835

(13)

273

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445

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52 126

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(ilH)

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(8488)

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(9735)

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6301

(11675)

6628

(12281 )

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(13 3y

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(I -lmiddotHlt)

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15

LONGiTuDE -E

IO~-ltI IltJ nshy

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GULF OF THAILANO

LOCATION OF POSSIBLE SEA LEVEL

CANAL ROUTES ACROSS THE KRA PENINSULA

APPENDI X BJ ~--------------- -------- ~ - --PLATE- 2~1

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HJJ1flIHVI fIJ1JJfl11f1t)f)-3AUUfrJ1JJfl111uuHuthunnrubull

5 HU

PLAN 0 10 1C bull I

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~125r----r-----r----------r-----r----shy 125 ~

ZIOO~--~----+-----~--~-----+----4-----~--l-~~~-cent----~----+---~r----+----4-----~---_+----4-----~--~----_+--shy 100 I ~

~ 1~ 50t----t-----t-----t----_t----1r----1-~~~~~~~~~~~~+F7T21t~~~~~d~----_t----_t----1-----1-----4------1 50

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CANAL STATIO N - KILOMETERS

PROFILE ~

~ RECENT (MAR I NE) NCTL

LD KANCHANABURI F RMATION OR OEseR I PTiON 0 ROC K f OR ATIONS

SEE TABLE 5-1

Iamp] THUNG SONG fORMA710N

~ GRANITE

~ ~ RATaURI fORMATION

INfERRED fAULT GEOLOGIC PROFILE ROUTE 5A APPEND1 X 8 I

PLATE 5- 2

_I~

~lJt1 U ~Q

2- 2 ujnmlIJ~Ut1~t1flllw~m~fimiddotHlnt1t1l

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I(R CANAL COL[r SulVEYUloIS middot RRNA

CONSTRUCTION SCHEDULE KRA CANAL-ROUTE 5A - 500000 DWT 2 LANE CANAL

ALL CONVENTIONAL CONSTRUCTION -CUMULATIVE COSTS IN US $106

CONSTRUCTION-YEARS PROJECT ITEM I DESCRIPTION OF PROJECT ITEM

CANAL EXCAVATION I DREDGE I M APPROACH CHANNELS

PORT S e HA RBORS I T I T ---~ CONSTRUCT 0 e FACILITIES INCLUDIlIG toI Tmiddotllt CDOl~ 01 111 bullbull bullbullCt~I -700 tOIll ~ 0 ~ CANAL- C eM I 0NAVIGATION AIOS f I~ ~ I

tOil I ~LrCANAL-HYORAULIC

CONSTRUCT fRESH WATER RESER VO IRS 50 (1 Ct ll IY 0 ~ t I U I~ II I STRUCTURES

---- --+__ _ ~ L ~_----11-_ -_ to ~_ll CANAL-HYORAULIC I I ~-U ICONSTRUCT FLOOD CONTROL WORKS 6 JETTIES 75 STRUCTURES r t ~ -- - T I

CONSTRUCT 1000 II W POWER PLANT _ I ~LATIVE CO~f f ~~ ICANAL-EXCA VATION

LINES 10 - ~ __ I

AND TRANSMISSION J o t f JIiO 10 ) 19 loc 11C1

CANAL-EXCA VATION DESIGN PROCuREFABRICATE AND SHIP I ZOO I ---- ~ EXCAVATION EOUIPMENT 00 1100 H9 110

I ~----- - -- shyCANAL-EXCA V ATION EXCAVATE CANAL 8~55

I oo ~ noo TIOO

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CANAL CROSSINGS RELOCATIONS RI w I 50 B RIGHT OF WAY I 0- II~ 10 11 0 0

1----------1------ ---------------1---------- cOU c~ ~ - - ------ -- ---_ -~ middot~7T ---o~Ii- ~-i I---ri OEVELOP INOUSTRIAL I COMMERCIAL 8 50 l 1_ ibullbull )H- 0

INDuS TR IA L (0 1~IIfU~ bullbull I SUltRESIDENTIAL (C 8 R I TRACTS middotf 0 C ~ R----- ~ I - ~ E -- ~- --

I DESIGN e BIDDING DOCUMENTS

ENGINEERING 420 gq 160 lOO tu ttO 0CONSTRUCTION DRAWINGS ~1-________________

----- __- - -I----- ---- - -- - - shyENGINEERING 6 I SUPERVISION OF C~NSTRUCTION 6

~ I C ADMINISTRATION I AOMINISTRATION -- _middotil~-- ____ i--

unTOTAL COST I 1290 I T APPENC(

9 -1middot197) PLATE 12- 4

11 11

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~g~~~ Conlo iner Borlhs

( Fulure) P

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II

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- LfflH1UU1 5A (ff~(I-ff~J(ll)

- 1111~tlJUl~ 500000 ~U (1-1~tl 250000 ~U)

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- (If) 33 5 lJ f)11~490 llJ~i V111 07 f)lJ

- ~Utli ~lJlW 22480 ~lUm~Vtyff1-1-r~tlllJ~f)l

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- UU1W-3~1-jlU~tlU (3C)

bull4 Qf iJ ~ 4IldI 4Ioltv CV

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- ~f) J 8 llJm f)1Jtli~lJlW 200 llJ~i V11 80 f)lJ

- ~Utli~lJlW 14000 ~1UlJlVl (2516)

~ QI I u t ~ I t ~I 3 UtinAlU ~l~H)Um (1J1u f)f)Uu nff2528)

~ OJ -1lU1Vi~-31-lJlUfWU

- 1111~tlJUlfl 200000 ~U d 31 I Q

- (If) 25 llJ~i f)1Wlltl-3Vl1-31~V1

- -3Utli~lJlW I 00000 ~1UlJlVl

4 ~1J lfl1JiVltJlfll~~1u~tJ j lYlfl1Vl[J(2532)

- tli~lJlWf)lj(l-3VlU~llJllU15A llJ~lf)h 300000 ~1UlJlVl (2530)

~ dI 0lt1 5 ffl~mlmj[J ntlljtlm~1Jiln fli1J[J (2540)

- 1 flHf)lj~~fltlfl0fTf)i~I~tliJ1l1f) lllJl-m~ltltl-m~lJ~

- ~tl-3~mlllf1i ~f)Ii hnj

6 ~il1nAlUI (2540)

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(rHntim~lJ1J)

565

(12)

1110

(14)

354

(10)

622

(12)

250000

(n(ltim~lJ1J)

425

(11)

835

(13)

273

(9)

445

(II)

()

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114

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73 136

52 126

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(ilH)

3844 249

(7 122)

4581 286

(8488)

5254 328

(9735)

6292 393

(I 1659)

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6628

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7792

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403

414

450

487

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15

LONGiTuDE -E

IO~-ltI IltJ nshy

oJ L -

GULF OF THAILANO

LOCATION OF POSSIBLE SEA LEVEL

CANAL ROUTES ACROSS THE KRA PENINSULA

APPENDI X BJ ~--------------- -------- ~ - --PLATE- 2~1

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2 90

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160J

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CANAL STATIO N - KILOMETERS

PROFILE ~

~ RECENT (MAR I NE) NCTL

LD KANCHANABURI F RMATION OR OEseR I PTiON 0 ROC K f OR ATIONS

SEE TABLE 5-1

Iamp] THUNG SONG fORMA710N

~ GRANITE

~ ~ RATaURI fORMATION

INfERRED fAULT GEOLOGIC PROFILE ROUTE 5A APPEND1 X 8 I

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