appendix e - gravity system flow monitoring plan (pdf)
TRANSCRIPT
FPR Monitoring Plan
E
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APPENDIX E: GRAVITY SYSTEM FLOW MONITORING PLAN
FLOW MONITORING PLAN
Prepared fo r Hampton Roads San i ta t ion D is t r i c t
1436 A i r Ra i l Avenue V i rg in ia Beach , VA 23455
December 21, 2007
Rev ised November 2008
Table of Contents Flow Monitoring Plan
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TABLE OF CONTENTS LIST OF FIGURES........................................................................................................................................................III
LIST OF TABLES..........................................................................................................................................................III
EXECUTIVE SUMMARY ...............................................................................................................................................1
1. EVALUATION OF EXISTING FLOW DATA USING THE REGIONAL TECHNICAL STANDARDS .......................1-1 SCADA Derived Flow Data ...................................................................................................................................1-1 Sanitary Sewer Evaluation Studies .......................................................................................................................1-1 Flow Surveys.........................................................................................................................................................1-1
2. ASSESSMENT OF FLOW DATA REQUIREMENTS FOR SANITARY SEWER HYDROGRAPH GENERATION/MODELING REQUIREMENTS ...................................................................................................2-1
3. ASSESSMENT OF FLOW DATA REQUIREMENTS FOR SSES BASIN IDENTIFICATION.................................3-1
4. IDENTIFICATION OF BASIN/SERVICE AREAS REQUIRING ADDITIONAL FLOW DATA .................................4-1
5. FLOW MONITORING SITE SELECTION ...............................................................................................................5-1 Site Selection Criteria............................................................................................................................................5-1 Mapping of Flow Monitoring Sites .........................................................................................................................5-1
6. EQUIPMENT COMPONENTS ................................................................................................................................6-1 Equipment Types to be Used ................................................................................................................................6-1
Temporary Gravity Flow Meters....................................................................................................................6-1 Pressure Pipe Flow Meters...........................................................................................................................6-2 Rain Gauges.................................................................................................................................................6-2 Pressure Gauges..........................................................................................................................................6-2
Use of SCADA System..........................................................................................................................................6-2 Ground Water Data.......................................................................................................................................6-3
Data Acquisition Plan ............................................................................................................................................6-3
7. DEPLOYMENT SCHEDULE...................................................................................................................................7-1
8. QA/QC PROCEDURES ..........................................................................................................................................8-1 General .................................................................................................................................................................8-1 Temporary Gravity Flow Meters ............................................................................................................................8-1 HRSD Master Metering Program...........................................................................................................................8-2
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LIST OF FIGURES Figure 5-1 to 5-17. Gravity Flow Meter Locations ................................................................................................5-2 Figure 6-1 to 6-2. Temporary Rainfall Gauge Locations .......................................................................................6-1
LIST OF TABLES Table ES-1. Correlation of the Flow Monitoring Plan with the Regional Technical Standards ..........................ES-2
Executive Summary Flow Monitoring Plan
ES-1
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F L O W M O N I T O R I N G P L A N
E X E C U T I V E S U M M A R Y
Flow monitoring provides sewer flow data under known conditions which can be used for sanitary sewer system hydrologic and hydraulic model calibration, testing, and validation, as well as for Sanitary Sewer Evaluation Study (SSES) and system improvement planning purposes.
The purpose of this Flow Monitoring Plan is to present the program goals/drivers, equipment components, anticipated installation locations, and other relevant components of the flow monitoring program for the wastewater collection system of the Hampton Roads Sanitation District (HRSD). This document has been developed in accordance with the requirements of the Virginia Department of Environmental Quality (DEQ) Special Order by Consent (SOC), effective September 26, 2007.
This plan includes a description of existing flow data, temporary flow metering plan, temporary meter locations, the Master Metering Program (MMP), equipment deployment schedule, rainfall monitoring and quality control procedures to meet the requirements of the SOC and support development of a regional hydraulic model.
The HRSD flow monitoring program shall be comprised of temporary gravity flow meters and pressure-side flow meters. The equipment components meet the requirements of Regional Technical Standards (RTS) contained in Attachment 1 to the Special Order by Consent.
Wastewater flow monitoring program will provide data needed to meet the following objectives: Development of inflow and infiltration (I/I) estimates; Development of dry weather flow estimates; and Development and calibration of a hydraulic model of HRSD’s wastewater collection system;
One of the intents of the Flow Monitoring Plan described in the RTS is to identify basins with significant I/I and include such basins in a list for SSES; however, HRSD currently implements an extensive SSES Program for the gravity pipes in the HRSD sewer network. This program includes detailed internal inspection of nearly all pipes at least every 5 years with some sections identified for more frequent inspection. The SSES Plan required to be submitted to the DEQ by December 31, 2008 will document this program. Therefore, this Flow Monitoring Plan will not be used to identify SSES Basins as a specific objective.
To support the development of the Regional Hydraulic Model, HRSD will need to obtain flow data both in the pressurized force main network as well as the gravity sewer interceptors. As required by the EPA Unilateral Administrative Order (UAO), HRSD submitted a Flow, Pressure and Rainfall Monitoring and Reporting System (FPRMRS) Plan in September 2007, with a revision in February 2008, which outlined the location of all flow meters on the force main network, pressure recording sites, and the rainfall gauge network. The majority of these sites are proposed; however, there are several that are already installed and recording data. A more recent revision of a Flow, Pressure, and Rainfall Monitoring (FPRM) Plan was developed in November 2008. This revised FPRM Plan is being provided to the DEQ and is HRSD’s submittal to document the force main flow monitoring and rainfall data collection program.
Although HRSD’s system is largely comprised of pressurized force mains, there exist a number of gravity interceptors that will need flow monitoring beyond the data collected by the MMP. These sites have been preliminarily identified and are subject to change based on ground-truthing/verification. This process will be
Table of Contents Flow Monitoring Plan
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the initial step in the deployment phase. Maps in Section 5 of this Plan identify the proposed approximate location of the temporary gravity flow meters.
This Plan was developed following the outline prescribed in the RTS. Table ES-1 is presented to illustrate the correlation of the required material outlined in the RTS with the Flow Monitoring Plan.
Table ES-1. Correlation of the Flow Monitoring Plan with the Regional Technical Standards
RTS Outline Items Included Report Section
TITLE PAGE X Title Page
Project/Report Title X Title Page
Locality Contact Information X Title Page
EXECUTIVE SUMMARY X ES
EVALUATION OF EXISTING FLOW DATA FOR COMPLIANCE WITH REGIONAL TECHNICAL STANDARDS
X 1
SCADA Derived Flow Data X 1
Sanitary Sewer Evaluation Studies X 1
Flow Surveys X 1
ASSESSMENT OF FLOW DATA REQUIREMENTS FOR SANITARY SEWER HYDROGRAPH GENERATION/MODELING REQUIREMENTS
X 2
ASSESSMENT OF FLOW DATA REQUIREMENTS FOR SSES BASIN IDENTIFICATION
X 3
IDENTIFICATION OF BASINS/SERVICE AREAS REQUIRING ADDITIONAL FLOW DATA
X 4
FLOW MONITORING SITE SELECTION X 5
Site Selection Criteria X 5
Mapping of Flow Monitoring Sites X 5
EQUIPMENT COMPONENTS X 6
Equipment types to be used X 6
Use of SCADA System X 6
Data acquisition plan X 6
DEPLOYMENT SCHEDULE X 7
QA/QC PROCEDURES X 8
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F L O W M O N I T O R I N G P L A N
1 . E V A L U A T I O N O F E X I S T I N G F L O W D A T A U S I N G T H E R E G I O N A L T E C H N I C A L S T A N D A R D S
Flow monitoring data for HRSD is or will be available from the following sources: Pressure-side flow monitors from the MMP Temporary gravity flow monitors SCADA Derived Flow Data Sewer system evaluation studies (SSES)
Each of these flow data sources was assessed to determine how it would be used to meet the objectives of the Special Order by Consent.
SCADA Derived Flow Data HRSD currently has a SCADA system that records some limited information related to wastewater flow and/or pressure at certain locations in the system. The current system records data only during a change in status at the pump station and will not meet the requirements of the Regional Technical Standards (RTS).
Sanitary Sewer Evaluation Studies Several Sanitary Sewer Evaluation Studies (SSES) have been conducted over the years to identify system deficiencies. These studies typically include a mixture of flow monitoring, physical inspection of the system, and testing to determine the health of the collection system. Unfortunately, flow monitoring associated with the previous studies was not found to meet the criteria established in the RTS, either from a lack of meeting the required minimum rain event or due to a limited duration These studies have not been assumed to provide flow data for the purposes of this Plan.
Flow Surveys HRSD currently has flow monitors in various locations throughout the collections system. The data from these locations currently does not meet the criteria established in the RTS and will not be useable until system upgrades are completed per the Master Meter Program (MMP).
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F L O W M O N I T O R I N G P L A N
2 . A S S E S S M E N T O F F L O W D A T A R E Q U I R E M E N T S F O R S A N I T A R Y S E W E R H Y D R O G R A P H G E N E R A T I O N / M O D E L I N G
R E Q U I R E M E N T S
In general, flow monitoring provides sewer flow data under known conditions which can be used for sanitary sewer system hydrologic and hydraulic model calibration, testing, and validation, as well as for SSES and system improvement planning purposes.
The RTS defines the required duration of flow monitoring, the sampling frequency of each monitor, and the minimum percentage (based on total number of service areas) to be flow monitored. The minimum duration of flow monitoring for hydrologic and hydraulic model calibration and verification, the duration requirements are as follows:
Sufficient to characterize seasonal variations and capture the peak seasonal sanitary sewer flows. Sufficient to record three (3) individual wet-weather flow events of greater than 1 inch of
accumulation, including at least one (1) event with at least a 1-year recurrence interval. These events will capture system response under a variety of antecedent rainfall and groundwater conditions.
Allow sufficient time between rain events for the flow to return to dry weather conditions.
The sampling frequency of each flow monitor is defined in the RTS Section 3.3.4 as follows: Record flow at intervals of 15-minutes or less, and Record flow at intervals of 5-minutes or less when the percent change in flow is greater than 10
percent in any given 15-minute interval.
In order to ensure that seasonal variation in flow is captured, HRSD intends to deploy temporary flow meters for a minimum period of six (6) months, or until the requirements of the RTS are satisfied.
The data collected during this period will be used to develop and calibrate a Regional Hydraulic Model based on the hydrograph inputs from the Localities.
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F L O W M O N I T O R I N G P L A N
3 . A S S E S S M E N T O F F L O W D A T A R E Q U I R E M E N T S F O R S S E S B A S I N I D E N T I F I C A T I O N
One of the intents of the Flow Monitoring Plan described in the RTS is to identify basins with significant I/I and include such basins in a list for SSES; however, HRSD currently implements an extensive SSES Program which includes the gravity pipes in the sewer network. This Program includes detailed internal inspection of nearly all pipes at least every 5 years with some sections identified for more frequent inspection. Defects identified are scheduled for repair. The SSES Plan required by the SOC will be submitted to the DEQ by December 31, 2008, which documents this program. Therefore, this Flow Monitoring Plan will not be used to identify SSES Basins as a specific objective.
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F L O W M O N I T O R I N G P L A N
4 . I D E N T I F I C A T I O N O F B A S I N / S E R V I C E A R E A S R E Q U I R I N G A D D I T I O N A L F L O W D A T A
HRSD has previously identified sites for flow monitoring the force main network in the FPRM Plan provided in a separate document to the DEQ. Gravity interceptors are currently not monitored and will require the addition of the proposed temporary flow monitoring sites to gather diurnal, dry weather, and peak wet weather wastewater flow rates. Flow monitors have been proposed for certain gravity interceptors to obtain the necessary flow data for modeling.
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F L O W M O N I T O R I N G P L A N
5 . F L O W M O N I T O R I N G S I T E S E L E C T I O N
Site Selection Criteria The following criteria were considered in the development of the flow monitoring program:
MMP Plan locations Locations being monitored through a separate flow monitoring plan Size of sewer basin
Initial Deployment
Newly deployed temporary flow meters and the MMP will be used for development and calibration of the Regional Hydraulic Model. The flow meter sites have been selected to maximize the usefulness of data measured by each meter. Basin characterization is not being used in the HRSD flow monitoring program as flow meters are being installed on all major HRSD gravity sewer lines upstream of their respective pump station.
Initial Temporary Open Channel Flow Meters
The initial open channel flow monitoring program will include metering at 27 locations to obtain gravity flow characteristics. These sites have been selected at the downstream end of most gravity sewer interceptors or at the point of a major junction in the gravity system. Gravity sewer flow monitoring within the City of Norfolk is currently being planned and implemented based on a previous Enforcement Action by DEQ dated March 17, 2005.
Subsequent Deployment of the MMP
The locations of the meters planned for the MMP are detailed in the FPRM Plan submitted to the DEQ in November 2008.
Mapping of Flow Monitoring Sites Figures 5-1 through 5-17 illustrate proposed flow monitoring sites for temporary gravity flow meters. The first and second figures provide an overall site map for the North Shore and the South Shore, and the remaining figures provide a more detailed flow monitor site location. These sites are approximate sites to be further refined in the deployment phase of the Flow Monitoring Program. The location of the force main flow and pressure meters is provided in the FPRM Plan provided to the DEQ.
HAMPTON
NEWPORT NEWS
POQUOSON
NORFOLK
SMITHFIELD
PORTSMOUTHSUFFOLK
Boat Harbor T.P.
James River T.P.
98
7
6
54
32
118
17
16
15 14
13
12
1110
HamptonHampton
Newport NewsNewport News
PoquosonPoquoson
NorfolkNorfolk
664
64
258
17
60
460
258
258
17
171
167
143
306
600
172134
351
173
10
312
152
415
278
169
194
168
306134
143
Newport News/Williamsburg Inte
DATE:JUNE 2008
Figure 5-1North Shore Proposed Gravity Flow Meter Locations
LegendProposed Flow MetersPump StationsRain GagesTreatment PlantsInterstateHighway
InterceptorsForce MainGravityHydrology0 12,750 25,5006,375
Feet
SUFFOLK
CHESAPEAKE
NORFOLK
PORTSMOUTH
VIRGINIA BEACH
NP
CEP
VIP
23
25
28
2726
24
22
21
2019
64
664
264
464
460
17
5813
460
58
58
58
13
104
125
168
164
44
337
191
10
166
165
190
239
600
135
196
141
414
192194
32
247
168
165337
166
DATE:JUNE 2008
Figure 5-2South Shore Proposed Gravity Flow Meter Locations
LegendProposed Flow MetersPump StationsRain GagesTreatment PlantsInterstateHighway
InterceptorsForce MainGravityHydrology0 12,750 25,5006,375
Feet
3
2
1
17
219
207
210
202
Newport NewsNewport News
HamptonHampton
664
258
60
17
258
143
167
143
Warwick
Jefferson
39th
Huntington
48th
26th
Briarfield
25th
Chestnut
Washington
28th
60
27th
Big Bethel
50th
Orcutt
25th
DATE:JUNE 2008
Figure 5-3Proposed Gravity Flow Meters 1, 2, & 3
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
Boat Harbor T.P.
5
4
3
201
213
202
Newport NewsNewport News
HamptonHampton
664
60
351
167
25th
39th
26th
27th
28th
16th
Jefferson
Warwick
Huntington
48th
Washington
60
Aberdeen50th
Chestnut
25th
DATE:JUNE 2008
Figure 5-4Proposed Gravity Flow Meters 4 & 5
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
6208
HamptonHampton
Newport NewsNewport News
664
60
351
167
143
Victoria
Pembroke
Chesape
ake
25th
Kecoughtan
Lasalle
Powhatan
27th
16th
26th
28th
Aberdeen
Briarfield
Aberdeen
DATE:JUNE 2008
Figure 5-5Proposed Gravity Flow Meter 6
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
9
8
7
11
223
206
222
211
HamptonHampton
64
258
60
351
167
415
134
278
143
143
Lasalle
Pembroke
Victoria
King
Armistead
Keco
ughta
n
Settlers LandingQueen
Mercury
Chesapeake
Kings
Mallory
ChapelKing
DATE:JUNE 2008
Figure 5-6Proposed Gravity Flow Meters 7, 8, & 9
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
9
11
10
223
217
222HamptonHampton
64
664
258
60
167
351
278
169
415
134
King
Lasalle
Mercury
Armistead
Pembroke
Elm
Queen
Fox Hill
Settlers Landing
Nealy
Little
Back
Rive
r
Old Fox Hill
Kings
Rickenbacker
Chapel
King
Langley Air Force BaseLangley Air Force Base
DATE:JUNE 2008
Figure 5-7Proposed Gravity Flow Meters 10 & 11
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
13
12225
203
211
HamptonHampton
64
258
60
351
143
169
Mallory
Mercury
Pembroke
Wood
land
Ingalls
McnairCounty
WaterMellen
Settlers Landing
Fenwick
DATE:JUNE 2008
Figure 5-8Proposed Gravity Flow Meter 12
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
15
14
13
203
224
204
HamptonHampton
258
169
351
143
Mallory
Wood
land
Fox Hill
Pembroke
Andrews
Mercury
BeachOld Buckroe
Harris
Cree
kLittle Back River
DATE:JUNE 2008
Figure 5-9Proposed Gravity Flow Meters 13, 14, & 15
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
6
16
208
209
HamptonHampton
Newport NewsNewport News
664
60
351
167
143
415
167
25th
26th
27th
28th
39th
Briarfield
16th
Pembroke
48th
Victoria
Powh
atan
JeffersonChes
apeake
60
QueenBig Bethel
Kecough
tanAberdeen
Chestnut
Warwick
25th
Aberdeen
Chestnut
DATE:JUNE 2008
Figure 5-10Proposed Gravity Flow Meter 16
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
2
1
18
17
212
207
210
Newport NewsNewport News
HamptonHampton
258
60
17
258
17
152
306
143
Warwick
Jefferson
Orcutt
Main
Todds
Huntington
DATE:JUNE 2008
Figure 5-11Proposed Gravity Flow Meters 17 & 18
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
20
19
104PortsmouthPortsmouth
ChesapeakeChesapeake
17
164
Norfolk
Cedar
Twin P
ines
Churchland
River Shore
Swannanoa
Towne Point
DATE:JUNE 2008
Figure 5-12Proposed Gravity Flow Meters 19 & 20
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
21131
109
ChesapeakeChesapeake
64
464
460
13
104
166
190
Military
Bainb
ridge
Great Bridge
Dominio
n
Portlock
Campos
tella
DATE:JUNE 2008
Figure 5-13Proposed Gravity Flow Meter 21
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
23
25
24
22
139
110
103
119
123
ChesapeakeChesapeake
NorfolkNorfolk
PortsmouthPortsmouth
464
13
460
168
337
407
246Ba
inbrid
ge
Camp
ostel
la
Atlantic
Military
OhioPoindexter
Portlock
Battlefield
22nd
Elm
Liberty
Providence
Main
Wilson
Old Atlantic
Freeman
Norfolk Naval ShipyardNorfolk Naval Shipyard
DATE:JUNE 2008
Figure 5-14Proposed Gravity Flow Meters 22, 23, 24, & 25
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
Westminster
Pres
identi
al
Majes
tic
Olney
Front
34
25
26
139
126
103
132
127
107
121
123
NorfolkNorfolk
PortsmouthPortsmouth
ChesapeakeChesapeake
464
264
58
460
58460
141
168
337
166
407
246
337
337
168
337
337
Ohio
Campostella
Tidew
ater
Indian RiverPa
rk
Church
Virginia Beach
Bainbridge
Wilson
State
Bous
h
Main
22nd
Poindexter
Co lley
Duke
264Waterside Brambleton
Princess Anne
City Hall
Old Atlantic
Fench
urch
Liberty
Saint
Pauls
Tazewell
Liberty
City Hall
Norfolk Naval ShipyardNorfolk Naval Shipyard
DATE:JUNE 2008
Figure 5-15Proposed Gravity Flow Meter 26
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
Westminster
Pres
identi
al
25
27
24
139
128126
132
125
147 148
119
123
ChesapeakeChesapeake
NorfolkNorfolk
264
460
168
407
337
166
246
337337
Campostella
Indian River
Bainbridge
Ohio
Atlantic
Providence
Wilson
22nd
PoindexterLiberty
Park
Tidew
ater
BrambletonOld Atlantic
Ballen
tine
Dunbarton
DATE:JUNE 2008
Figure 5-16Proposed Gravity Flow Meter 27
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
28
136
135
SuffolkSuffolk
58
13337Ma
in
Wilro
y
Washingto
n
Portsmouth
Constance
Facto
ry
Nans
emon
d
Pinner
Katherine
DATE:JUNE 2008
Figure 5-17Proposed Gravity Flow Meter 28
LegendPump StationsProposed Flow MetersRain GagesTreatment Plants
InterceptorsForce MainGravity
0 2,000 4,0001,000 Feet
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F L O W M O N I T O R I N G P L A N
6 . E Q U I P M E N T C O M P O N E N T S
Equipment Types to be Used The flow monitoring program includes both existing and newly deployed equipment including:
Flow monitors • Newly deployed flow monitors − Temporary open channel flow meters − Pressure-side flow meters from the MMP
Rain gauges Pressure gauges • Existing • Proposed
Temporary Gravity Flow Meters
Temporary gravity channel flow meters will utilize area-velocity sensors employing either non-submerged, digital Doppler radar velocity sensing technology combined with ultrasonic pulse echo level sensing technology to measure open channel flow, or submerged digital Doppler ultrasonic velocity sensing technology combined with ultrasonic pulse echo level and/or hydrostatic pressure sensing technology to measure open channel flow. These meters will determine flow based on the wetted cross sectional area multiplied by the average velocity of the wastewater flowing past the meter location. The meters will be capable of measuring velocity and levels during open channel, backwater and surcharge flow conditions. When surcharging is encountered, the hydrostatic pressure sensors included in the flow meter will record the surcharge event and level. All gravity flow meters will have a data logger, communication device, and sensing unit. Flow data is captured and recorded at a maximum of 5 minute intervals.
Methodology Strengths and Weaknesses:
Open channel flow meters offer strengths that include: • Meters meet accuracy requirements in the RTS and use proven technology measuring both
velocity and head and calculating flow; • Meters are portable and can be quickly deployed; • Meters can measure the flow in varying conditions including surcharged conditions; • Data can be monitored in near real-time and detect problems or issues with system as they occur;
and • Data is collected at 5-minute intervals and will capture the peak hourly and minimum flow
observed at that interval. Weaknesses of this methodology include:
• The method requires accurate field data and verification for each meter site;
6: Equipment Components Flow Monitoring Plan
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• Submerged pressure and velocity meters require frequent maintenance to prevent fouling and ragging of the sensors;
• This technology cannot be used to monitor flow in vacuum systems or force mains; and • When the meters are surcharged due to the downstream pumping capacity, the peak flow at the
meter cannot be used as a calibration point for the hydrologic model development.
Pressure Pipe Flow Meters
The proposed meters to be used to measure force main flows are detailed in the FPRM Plan provided separately to the DEQ.
Methodology Strengths and Weaknesses:
Pressure pipe flow meters offer strengths that include: • Meters are accurate and use proven technology for measuring flow in force mains and are not
affected by the type of pump used (i.e., VFDs); • Meters in conjunction with pressure transmitters offer information regarding pump station
performance and system hydraulic conditions; • Meters are can be quickly deployed and integrated into the existing pump station SCADA
system; • Data is collected at 2-minute intervals with the SCADA system and can be monitored in real-
time and detect problems or issues with system as they occur; and • Meters are not typically subject to fouling due to wastewater constituents.
Weaknesses of this methodology include: • The method requires accurate field data and verification of pipe sizes for each meter site; • These meters are significantly more expensive that gravity, if installation is included; and • Meters require wet well level data and geometry to develop peak flow values entering the pump
station.
Rain Gauges
Rainfall gauges are being installed as part of the FPRM Plan; however, these gauges will not be operational and collecting data during the initial gravity sewer flow monitoring period. A network of gauges currently exists throughout the Hampton Roads area and additional gauges are being added by the Localities as part of their Flow Monitoring Plans. Any existing gauges which do not meet the RTS will be supplemented by temporary gauges installed by HRSD during the initial flow monitoring period (see Figures 6-1 and 6-2 for locations of temporary and existing rainfall gauges). All gauges will be of continuous recording type, able to store data in 15-minute increments, and will be capable of recording rainfall to 0.1-inch intervals or less.
Pressure Gauges
The proposed gauges to be used to measure system pressures are detailed in the FPRM Plan provided separately to the DEQ.
Use of SCADA System The SCADA system will be limited to the MMP metering locations as outlined in the FPRM Plan. SCADA will only be collecting actual flow meter data and not volumetric calculated flow data.
6: Equipment Components Flow Monitoring Plan
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Ground Water Data
Ground water level monitoring is performed at 24 sites in HRSD’s services area (13 on South Shore and 11 on the North Shore). A portion of this data is collected through the SCADA system and the remainder is manually read at least quarterly. This data will be utilized in conjunction with Localities flow and groundwater data to calibrate the hydrologic portion of the Regional Hydraulic Model.
Data Acquisition Plan The data acquisition plan can be broken up into 2 data collection regimes. These two regimes include:
Periodic data collection involving site visits to the flow meter or rain gauge station locations to manually download data to a computer system or other data terminal unit.
Internet-based data collection where the data is retrieved by a third party and made available to HRSD for retrieval and use.
The metered data will be stored in an open data format that can easily be accessed in an ODBC (open data base connectivity) compliant format. In addition, the data for each meter will be uniquely identified and distinguishable from the data from other meters. All data will be date and time stamped.
RG-04
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Newport News/Williamsburg International
Yorktown Naval Weapons StationYorktown Naval Weapons Station
Figure 6-1 - HRSD Temporary and Existing Rainfall GaugesNorth Shore
HRSD Rainfall GaugesNorth Shore
0 5 102.5 Miles
LegendTemporary Rain GaugesExisting Rain GaugesTemporary 10 Mile Rain Gauge BufferExisting 10 Mile Rain Gauge BufferHRSD Pump StationsHRSD Treatment PlantsHRSD Force MainHRSD Gravity Main
11/10/2008
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Military
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rville
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e Was
hingto
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r
Portsmouth
Kempsville
Salem
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Ballahack
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yville
ProvidenceWilro
y
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ridge
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re
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Plaza
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rt
Landing
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oth
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by
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a Gard
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astur
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Bells MillConstance
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Portsmouth
Princess Anne
Church
Lynnhaven
Norfolk Intl
Apollo Soucek Field
Fentress Nalf
Suffolk Muni
Hampton Roads
Chesapeake Muni
First Landing State ParkFirst Landing State Park
False Cape State ParkFalse Cape State Park
Northwest River ParkNorthwest River Park
Oceana Naval Air StationOceana Naval Air Station
Norfolk Naval Air StationNorfolk Naval Air Station
Fort StoryFort Story
Fentress NalfFentress Nalf
Little Creek Naval Amphib BaseLittle Creek Naval Amphib Base
Norfolk Naval ShipyardNorfolk Naval Shipyard
Dam Neck Combat Training CTRDam Neck Combat Training CTR
US Naval Transmitter StationUS Naval Transmitter Station
Lake DrummondLake Drummond
N Landing RiverN Landing River
Long CreekLong Creek
Western Branch ReservoirWestern Branch Reservoir
Broad BayBroad Bay
Lake PrinceLake Prince
Lake SmithLake Smith
Lake Burnt MillsLake Burnt Mills
Linkhorn BayLinkhorn Bay
Lake CohoonLake Cohoon Lake MeadeLake Meade
Figure 6-2 - HRSD Temporary and Existing Rainfall GaugesSouth Shore
HRSD Rainfall GaugesSouth Shore
0 4 82 Miles
LegendTemporary Rain GaugesExisting Rain GaugesTemporary 10 Mile Rain Gauge BufferExisting 10 Mile Rain Gauge BufferHRSD Pump StationsHRSD Treatment PlantsHRSD Force MainHRSD Gravity Main
11/10/2008
7-1
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F L O W M O N I T O R I N G P L A N
7 . D E P L O Y M E N T S C H E D U L E
Flow monitoring to meet the SOC requirements is dependent on specific wet weather events. HRSD intends to initially deploy temporary flow meters for between six (6) and twelve (12) months beginning in May 2008, with the duration depending on the data captured. If data gathered is sufficient to meet the requirements of the RTS (including the 1.5-inch rainfall and the 1-year recurrence storm requirements), then flow monitoring may be suspended after 6 months. This first phase will coincide with much of the flow monitoring data being collected by the Localities. The deployment schedule will comply with Sections 3.3, 3.4, and 3.5 of the RTS.
Installation of the pressure-side flow meters in the MMP will continue through 2010. Upon completion of the MMP with all meters collecting data, HRSD may redeploy the temporary gravity flow meters in a second phase (if deemed necessary by HRSD) to collect data that coincides with the MMP meters.
HRSD reserves the right to modify the flow monitoring plan, pending further evaluation of the proposed metering locations. Further evaluation may indicate that some metering is not needed due to overlap between programs, flow redirections, system reconfigurations, and a lack of response to wet weather. HRSD may reassess the monitoring plan following additional investigation. If changes to the Flow Monitoring Plan are anticipated, HRSD will inform DEQ in writing.
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F L O W M O N I T O R I N G P L A N
8 . Q A / Q C P R O C E D U R E S
General Based on the RTS, the flow monitoring must meet certain requirements in order to qualify as valid data to assess system performance. The following standards will be maintained directly by HRSD and/or included in field services contracts that involve flow monitoring:
Flow meters will monitor flow at discrete sample periods and provide average, maximum, and minimum flow, pressure, and depth at least in 5-minute intervals.
The meters will be operated and maintained in a manner that will provide for a minimum: • Seventy-five percent (75%) data reliability for each individual meter during a weekly monitoring
period and 90% during qualifying events (data reliability means the percentage of velocity and level data that has been collected and is not obviously incorrect [i.e., flat lines or drift from known calibration levels]).
The accuracy of all sensors will be field verified and a field calibration program will be implemented to document and maintain the accuracy of the flow data.
The data review process is one of the primary means by which anomalous data is identified and steps are initiated to restore instrumentation performance to an optimal level. The data review will occur frequently enough that any problems can be identified early on. It is anticipated that the data will be reviewed at a minimum on a bi-weekly basis to determine if discrepancies exist from the previous period. Reviewing the data at this interval should be adequate for the needs of the flow monitoring program. If any meter or sensor is noted to have data drift or unexplainable measurements, the device will be checked for calibration, corrected, and/or replaced if discrepancies exist.
The following sections describe the accuracy and QA/QC requirements of each flow monitoring type.
Temporary Gravity Flow Meters The flow monitoring manufacturer will certify the accuracy of all sensors and HRSD will implement a calibration verification program to document and maintain the accuracy of the flow meters.
HRSD will prepare and submit procedures for performing the field calibration verification. The field calibration verification will demonstrate that the installed sensors are installed and calibrated to factory standard so that the depth and velocity are within the accuracy identified as specified. The field calibration verifications that are not within the required accuracy will be repeated and/or the sensors will be replaced and calibrated within the required accuracy. A minimum of two (2) manual depth and velocity measurements at every site within 24 hours of meter installation will be performed to confirm that the sensors are measuring accurate depths and velocities. Calibration verification will be scheduled on a routine basis as necessary to maintain the accuracy of the flow meters. Verification of calibration will be made in the field monthly at a minimum. Calibration verification information will be documented and will be included in the Meter Site Report.
8: QA/QC Procedures Flow Monitoring Plan
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HRSD will perform field site investigations to determine the adequacy of the proposed flow monitoring locations for equipment installation, operation and proper data collection. Any debris or sediment that would influence the determination of wastewater flows will be removed by the contractors. If during a field site investigation HRSD finds that the sites are not suitable for flow monitoring, HRSD will identify alternative locations. HRSD will specify types of flow meter equipment suitable for each site. A site report will be prepared for each flow meter location prior to a pre-start up meeting.
HRSD Master Metering Program HRSD will be using several types of flow meters for the MMP. HRSD has outlined specific quality assurance and quality control requirements for this portion of the flow monitoring program in the FPRM Plan.