HomeMy WebLinkAboutAppendix F - Water Design Report 03-24-2021
INTRODUCTION
The Blackwood Groves Subdivision is a proposed 120-acre development located in the
southeastern portion of the City of Bozeman in Gallatin County, Montana. The proposed project
is comprised of Residential Emphasis Mixed Use zoning and will feature a variety of commercial,
residential, and park/open space development. As part of the project, public improvements
including water, sanitary sewer, stormwater, and City road infrastructure are proposed as well.
This project is located in the City of Bozeman’s South Pressure Zone (HGL 5125).
WATER SYSTEM LAYOUT
The proposed water system will utilize an existing 16” ductile iron main that runs east/west along
Blackwood Road, and then north through the property into the Alder Creek Subdivision. In
addition the project will extend existing stubs south and east for future development. The main
was looped through the subdivision to provided redundancy in the system. The stubs for future
development will be capped and have blowoffs installed. The proposed water system consists of
8” class 51 ductile iron water main, with one section of 12” class 51 ductile iron main located in
S. 11th Avenue.
WATER DISTRIBUTION SYSTEM SIZING
Residential Lots:
Values used for assessing the peak hour demand at residential lots were taken from the City
of Bozeman Design Standards and Specifications Policy (2017).
Average Daily Residential Usage = 170 gallons per capita per day
Average Population Density = 2.17 persons/dwelling unit
Maximum Day Demand (Peaking Factor = 2.3)
Maximum Hour Demand (Peaking Factor = 3.0)
Commercial REMU Lots:
Values used for assessing the peak hour demand at commercial lots were taken from Table
3.8 in the City of Bozeman’s Water Facility Plan Update (2017).
Average Daily Usage = 1,285 gallons per acre per day
Max Day Demand = 2,635 gallons per acre per day
Maximum Hour Demand = 3,855 gallons per acre per day
(Peaking Factor = 3.0)
Minimum Fire Hydrant Flow = 1,500 gpm
Residual Pressure Required = 20 psi for Fire Flow
The table shown below quantifies the demands placed at the junction nodes and calculates the
demands for Average Day, Maximum Day and Peak Hour within the subdivision. The peaking
factor for residential lots is 1, 2.3 and 3.0 respectively, and for Commercial REMU lots being 1,
2.0506 and 3.0 respectively based on the Average Day Demand of 1,285 gallons per acre per day.
A map depicting the contributing lots associated with each demand junction is included in
Appendix A.
Table 1: Demand Junction Summary
DJ 1 7.7 6.9 14.1 ----20.7DJ 2 ---12 26 3.1 7.1 9.2DJ 3 ---12 26 3.1 7.1 9.2
DJ 4 ---6 13 1.5 3.5 4.6DJ 5 ---13 28 3.3 7.7 10.0DJ 6 ---12 26 3.1 7.1 9.2DJ 7 ---30 65 7.7 17.7 23.1
DJ 8 ---20 43 5.1 11.8 15.4DJ 9 ---6 13 1.5 3.5 4.6DJ 10 ---6 13 1.5 3.5 4.6DJ 11 ---32 69 8.2 18.9 24.6
DJ 12 ---32 69 8.2 18.9 24.6DJ 13 ---40 87 10.2 23.6 30.7DJ 14 4.1 3.6 7.4 ----22.3DJ 15 3.0 2.7 5.5 ----16.6
DJ 16 ---6 13 1.5 3.5 4.6DJ 17 ---10 22 2.6 5.9 7.7DJ 18 ---5 11 1.3 2.9 3.8
DJ 19 ---9 20 2.3 5.3 6.9
DJ 20 ---34 74 8.7 20.0 26.1DJ 21 ---122 265 31.3 71.9 93.8DJ 22 ---54 117 13.8 31.8 41.5
DJ 23 1.6 1.4 3.0 ----8.9
DJ 24 ---21 46 5.4 12.4 16.1DJ 25 ---7 15 1.8 4.1 5.4DJ 26 ---7 15 1.8 4.1 5.4
DJ 27 ---12 26 3.1 7.1 9.2
DJ 28 ---12 26 3.1 7.1 9.2DJ 29 ---21 46 5.4 12.4 16.1DJ 30 ---68 148 17.4 40.1 52.3
DJ 31 ---40 87 10.2 23.6 30.7
DJ 32 ---12 26 3.1 7.1 9.2Total16.4 14.7 30.1 661 1434 169.34 389.47 576.43
*See Demand Junction Map for more information on which lots contribute to each Demand Junction.
**Per COB Water Facility Plan Update Table 3.8***COB Design Standards and Specifications
PEAK HOUR GPM (3.0 * AVERAGE DAY)
DEMAND
JUNCTION NODE*
DWELLING
UNITS (D.U.)*** RESIDENTIAL MAX. DAY GPM
AVERAGE DAY
GPM (170
GALLONS PER DAY PER PERSON)
POPULATION
(RES.) 2.17
PEOPLE PER D.U.
Acres of
Commercial Lots
AVERAGE DAY DEMAND
GPM (1,285 GAL PER ACRE PER DAY)**
MAX DAY DEMAND
(2,635 GAL PER ACRE PER DAY)**
HYDRAULIC ANALYSIS
The water distribution model was created using WaterCAD Version 10.03.02.75 for demand
forecasting and describing domestic and fire protection requirements. The WaterCAD analysis is
enclosed at the end of the report analyzing the 8-inch and 12-inch water main extensions installed
with this project. The connection to the existing system was modeled as a pump using hydrant
curves obtained from the City of Bozeman Water Department. Curves were modeled for the
following hydrants: hydrant #2680 located at the intersection of Alder Creek Drive and S. 15th
Avenue and hydrant #2146 located at the southern terminus of S. 11th Avenue. This data was used
to develop the pump curve used at the connection point to model the existing system.
In the model, the pump is connected to a reservoir which acts as a source of water. The elevation
of the reservoir is fixed at the elevation of the pump, which is also equivalent to the elevation of
the tie-in point. The reservoir does not create any head on the system; the head is generated entirely
by the pumps. The input data and the pump curves are included at the end of the report. The pump
curve table includes all calculations and equations used in determining flow characteristics at the
connection point. A C-factor of 130 was chosen for ductile iron class 51 pipe. The system was
modelled as a steady state hydraulic flow simulation.
CONCLUSION
The 8-inch class 51 ductile iron water main does provide adequate capacity with regards to the
Peak Hour Demands. The flows and pressures within the system for the Peak Hour Demands were
generated with the WaterCAD program and can be found at the end of the report.
The capacity of the system to meet fire flow requirements was tested by running a steady state fire
flow analysis for all junctions at fire hydrant locations. The model shows that the new hydrant
junctions satisfies fire flow constraints (residual pressure > 20 psi, flow rate > 1500 gpm), while
providing service to the proposed lots at peak hour. The results of the analysis at peak hourly flow
are included in Appendix B.
APPENDIX A
Demand Junction Map
APPENDIX B
WaterCAD Output Results
Scenario: Base
P-12(1)
P-15(2)
P-12(2)
P-15(1)P-14(2)
P-5(1)
P-38(1)
P-30(2)
P-43(1)(1)
P-38(2)
P-37(2)
P-30(1)
P-7(1)
P-53
P-52
P-14(1)
P-5(2)
P-47
P-44
P-37(1)
P-42
P-41P-40
P-43(1)(2)
P-32
P-31
P-8(2)P-8(1)P-7(2)
P-1(2)P-1(1)
P-120 P-119 P-118 P-117
P-116 P-115P-114
P-113
P-112P-111P-110
P-95
P-94
P-93P-92P-89P-88
P-43(2)
J-98HYD 13
J-96
HYD 12
J-94HYD 11
DJ 13
J-91HYD 10J-89HYD 9
DJ 11
J-87HYD 8
J-85HYD 7HYD 6
DJ 8
J-82HYD 5 J-80
HYD 4
DJ 10
J-78
HYD 3
DJ 9
J-76
HYD 2 J-74HYD 1
DJ 6
J-72
DJ 5
DJ 4DJ 3DJ 2
DJ 1
J-70
J-69
J-141
DJ 22
HYD 33
DJ 7
J-137
HYD 32
DJ 30
J-63
J-62
J-139
J-43
J-42
J-41
J-40
J-39
J-38 J-37
J-36
J-35
J-33
J-32
J-31
J-30
J-23
J-22
J-21
J-20
J-19J-18J-17J-16
J-15 J-14
J-13 J-12
J-11
J-10
J-9
J-8J-7
J-6
J-5
J-4 J-3
J-107HYD 18
DJ 12
J-103HYD 16
HYDRANT 2680
HYDRANT 2146
R-2
R-3
Color Coding Legend
Pipe: Diameter (in)
<= 6.0
<= 8.0
<= 12.0
<= 16.0
Other
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Scenario: Base
P-81(1)P-64(2)P-64(1)
P-26(2)
P-71(2)P-75(1)P-77(2)(2)P-77(1)P-78(1)
P-20(2)
P-24(1)
P-74(2)
P-78(2)(2)
P-20(1)
P-81(2)(2)
P-28(2)
P-81(2)(1)
P-26(1)
P-69(2)P-62(2)P-28(1)
P-24(2)(1)
P-77(2)(1)P-75(2)(2)P-75(2)(1)P-78(2)(1)
P-58(2)
P-71(1)(2)P-71(1)(1)
P-24(2)(2)
P-66(2)(1)
P-74(1)
P-84 P-69(1)
P-66(2)(2)
P-58(1)P-68P-62(1)
P-53
P-52
P-124P-123
P-121
P-116 P-115P-114
P-109 P-108
P-107
P-99
P-98
P-97
P-96
P-95
P-66(1)
J-98HYD 13
DJ 16
DJ 21
J-96HYD 12
DJ 20
DJ 19
DJ 17
DJ 15
DJ 6
J-70
DJ 26 DJ 18
DJ 29
HYD 34
DJ 22
J-142
HYD 30
HYD 29
J-130
J-144
HYD 31
HYD 28
HYD 24 J-127HYD 27
J-137
HYD 32
J-125
DJ 30
J-129
J-116
HYD 22
J-133
J-119
HYD 23
J-123
HYD 25
J-117
HYD 26
J-135
J-60J-59J-58
J-57J-56
DJ 31
J-54 J-53 J-52 J-51
J-50
J-49
J-48 J-47
J-46J-45
J-44
J-43
J-42
J-41
J-121
J-32
J-31
J-30
J-29J-28J-27J-26
J-25
J-24
J-2
HYD 21
J-113HYD 20
DJ 23
DJ 28
J-111
HYD 19
J-109HYD 18
DJ 25
DJ 32
J-107HYD 18
DJ 24
J-105HYD 17
DJ 14
J-103HYD 16
HYD 15
DJ 27
J-100HYD 14
Color Coding Legend
Pipe: Diameter (in)
<= 6.0
<= 8.0
<= 12.0
<= 16.0
Other
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Scenario Summary Report
Scenario: Base
Scenario Summary
1ID
BaseLabel
Notes
Base Active TopologyActive Topology
Base PhysicalPhysical
Base DemandDemand
Base Initial SettingsInitial Settings
Base OperationalOperational
Base AgeAge
Base ConstituentConstituent
Base TraceTrace
Base Fire FlowFire Flow
Base Energy CostEnergy Cost
Base TransientTransient
Base Pressure Dependent DemandPressure Dependent Demand
Base Failure HistoryFailure History
Base SCADASCADA
Base User Data ExtensionsUser Data Extensions
Base Calculation OptionsSteady State/EPS Solver Calculation
Options
Base Calculation OptionsTransient Solver Calculation Options
Hydraulic Summary
Steady StateTime Analysis Type TrueUse simple controls during
steady state?
Hazen-WilliamsFriction Method FalseIs EPS Snapshot?
0.001Accuracy 12:00:00 AMStart Time
40Trials Fire FlowCalculation Type
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Base Fire Flow Report
Base Fire Flow
gpm1,500Fire Flow (Needed)NoneFire Flow Auxiliary Results Type
gpm3,500Fire Flow (Upper Limit) ft/s(N/A)Velocity (Upper Limit)
psi20Pressure (Residual Lower
Limit)psi(N/A)Pressure (System Lower
Limit)
psi20Pressure (Zone Lower Limit) ft/s0.00Pipe Velocity Greater Than
FalseUse Minimum System
Pressure Constraint?
psi0Node Pressure Less Than
FalseUse Velocity Constraint? All PipesPipe Set
FalseUse Pipe Velocity Greater
Than?
HydrantsFire Flow Nodes
FalseUse Node Pressure Less Than?NoneFire Flow Auxiliary Results Type
Adding to
Baseline
Demand
Apply Fire Flows By
HydrantsAuxiliary Output Selection Set
13: Base Fire Flow, Junction and Hydrant Alternative Report
Pressure (System Lower Limit)(psi)
Pressure (Zone Lower Limit)(psi)
Pressure (Residual Lower Limit)(psi)
Fire Flow (Upper Limit)(gpm)
Fire Flow (Needed)(gpm)
Velocity (Upper Limit)(ft/s)
Specify Local Fire Flow Constraints?
LabelID*
(N/A)20203,5001,500(N/A)FalseHYD 1190True
(N/A)20203,5001,500(N/A)FalseHYD 2194True
(N/A)20203,5001,500(N/A)FalseHYD 3198True
(N/A)20203,5001,500(N/A)FalseHYD 4202True
(N/A)20203,5001,500(N/A)FalseHYD 5206True
(N/A)20203,5001,500(N/A)FalseHYD 6210True
(N/A)20203,5001,500(N/A)FalseHYD 7211True
(N/A)20203,5001,500(N/A)FalseHYD 8215True
(N/A)20203,5001,500(N/A)FalseHYD 9219True
(N/A)20203,5001,500(N/A)FalseHYD 10223True
(N/A)20203,5001,500(N/A)FalseHYD 11227True
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Base Fire Flow Report
13: Base Fire Flow, Junction and Hydrant Alternative Report
Pressure (System Lower Limit)(psi)
Pressure (Zone Lower Limit)(psi)
Pressure (Residual Lower Limit)(psi)
Fire Flow (Upper Limit)(gpm)
Fire Flow (Needed)(gpm)
Velocity (Upper Limit)(ft/s)
Specify Local Fire Flow Constraints?
LabelID*
(N/A)20203,5001,500(N/A)FalseHYD 12232True
(N/A)20203,5001,500(N/A)FalseHYD 13236True
(N/A)20203,5001,500(N/A)FalseHYD 14240True
(N/A)20203,5001,500(N/A)FalseHYD 15244True
(N/A)20203,5001,500(N/A)FalseHYD 16245True
(N/A)20203,5001,500(N/A)FalseHYD 17249True
(N/A)20203,5001,500(N/A)FalseHYD 18253True
(N/A)20203,5001,500(N/A)FalseHYD 18257True
(N/A)20203,5001,500(N/A)FalseHYD 19261True
(N/A)20203,5001,500(N/A)FalseHYD 20265True
(N/A)20203,5001,500(N/A)FalseHYD 21269True
(N/A)20203,5001,500(N/A)FalseHYD 22270True
(N/A)20203,5001,500(N/A)FalseHYD 23277True
(N/A)20203,5001,500(N/A)FalseHYD 24281True
(N/A)20203,5001,500(N/A)FalseHYD 25285True
(N/A)20203,5001,500(N/A)FalseHYD 26289True
(N/A)20203,5001,500(N/A)FalseHYD 27293True
(N/A)20203,5001,500(N/A)FalseHYD 28297True
(N/A)20203,5001,500(N/A)FalseHYD 29304True
(N/A)20203,5001,500(N/A)FalseHYD 30305True
(N/A)20203,5001,500(N/A)FalseHYD 31309True
(N/A)20203,5001,500(N/A)FalseHYD 32313True
(N/A)20203,5001,500(N/A)FalseHYD 33322True
(N/A)20203,5001,500(N/A)FalseHYD 34329True
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FlexTable: Pump Table
Pump Head
(ft)
Flow (Total)
(gpm)
Hydraulic Grade
(Discharge)
(ft)
Hydraulic Grade
(Suction)
(ft)
Status (Initial)Pump DefinitionElevation
(ft)
LabelID
111.46545,110.824,999.36OnHYD 26804,999.36HYDRANT 2680512
109.245235,110.955,001.71OnHYD 21465,001.71HYDRANT 2146517
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Pump Definition Detailed Report: HYD 2146
Element Details
528ID Notes
HYD 2146Label
Pump Curve
Head
(ft)
Flow
(gpm)
111.300
110.72200
110.05400
109.29600
108.46800
107.581,000
106.641,200
105.671,400
104.701,600
103.711,800
102.602,000
101.402,200
100.112,400
98.752,600
97.292,800
95.773,000
94.153,200
92.473,400
90.723,600
88.893,800
87.004,000
85.044,200
83.014,400
80.884,600
78.724,800
76.485,000
74.175,200
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Pump Definition Detailed Report: HYD 2146
Pump Curve
Head(ft)Flow(gpm)
71.795,400
69.375,600
66.855,800
64.276,000
61.646,200
58.946,400
56.176,600
53.336,800
50.457,000
47.477,200
44.457,400
41.337,600
38.177,800
34.968,000
31.668,200
28.298,400
24.888,600
21.398,800
17.849,000
14.249,200
10.579,400
6.839,600
3.059,800
Pump Efficiency Type
Best
Efficiency
Point
Pump Efficiency Type
%100.0Motor Efficiency
%100.0BEP Efficiency FalseIs Variable Speed Drive?
gpm0BEP Flow
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Pump Definition Detailed Report: HYD 2146
Transient (Physical)
lb·ft²0.000Inertia (Pump and Motor) SI=25, US=1280Specific Speed
rpm0Speed (Full) TrueReverse Spin Allowed?
Graph
Head (ft)125.00
112.50
100.00
87.50
75.00
62.50
50.00
37.50
25.00
12.50
0.00 Pump Efficiency (%)120.0
100.0
80.0
60.0
40.0
20.0
0.0
Flow (gpm)
8,7507,5006,2505,0003,7502,5001,2500
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Pump Definition Detailed Report: HYD 2680
Element Details
513ID Notes
HYD 2680Label
Pump Curve
Head
(ft)
Flow
(gpm)
112.040
111.28200
110.03400
108.35600
106.22800
103.711,000
100.801,200
97.551,400
93.921,600
89.931,800
85.622,000
81.002,200
76.042,400
70.732,600
65.082,800
59.083,000
52.713,200
46.043,400
39.023,600
31.663,800
24.004,000
16.024,200
7.684,400
Pump Efficiency Type
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Pump Definition Detailed Report: HYD 2680
Pump Efficiency Type
Best Efficiency PointPump Efficiency Type
%100.0Motor Efficiency
%100.0BEP Efficiency FalseIs Variable Speed Drive?
gpm0BEP Flow
Transient (Physical)
lb·ft²0.000Inertia (Pump and Motor) SI=25,
US=1280Specific Speed
rpm0Speed (Full) TrueReverse Spin Allowed?
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Pump Definition Detailed Report: HYD 2680
Graph
Head (ft)125.00
112.50
100.00
87.50
75.00
62.50
50.00
37.50
25.00
12.50
0.00 Pump Efficiency (%)120.0
100.0
80.0
60.0
40.0
20.0
0.0
Flow (gpm)
4,5004,0003,5003,0002,5002,0001,5001,0005000
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Fire Flow Node FlexTable: Fire Flow Report
Pressure
(Calculated
Residual @
Total Flow
Needed)
(psi)
Junction w/
Minimum
Pressure
(System)
Junction w/
Minimum
Pressure
(Zone)
Pressure
(Residual
Lower Limit)
(psi)
Flow (Total
Available)
(gpm)
Fire Flow
(Available)
(gpm)
Fire Flow
(Needed)
(gpm)
Satisfies Fire
Flow
Constraints?
Label
41HYDRANT 2146J-54203,5003,5001,500TrueHYD 1
42HYDRANT
2146J-54203,5003,5001,500TrueHYD 2
42HYDRANT
2146J-54203,5003,5001,500TrueHYD 3
40HYDRANT
2146J-54203,5003,5001,500TrueHYD 4
39HYDRANT
2146J-54203,5003,5001,500TrueHYD 5
39HYDRANT 2146J-54203,5003,5001,500TrueHYD 6
40HYDRANT
2146J-54203,5003,5001,500TrueHYD 7
42HYDRANT
2146J-54203,5003,5001,500TrueHYD 8
44HYDRANT
2146J-54203,5003,5001,500TrueHYD 9
42HYDRANT
2146J-54203,5003,5001,500TrueHYD 10
41HYDRANT 2146J-54203,5003,5001,500TrueHYD 11
39HYDRANT
2146J-54203,5003,5001,500TrueHYD 12
37HYDRANT
2146J-98203,5003,5001,500TrueHYD 13
36HYDRANT
2146J-54203,5003,5001,500TrueHYD 14
36HYDRANT
2146J-54203,5003,5001,500TrueHYD 15
37HYDRANT 2146J-103203,5003,5001,500TrueHYD 16
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Fire Flow Node FlexTable: Fire Flow Report
Pressure
(Calculated
Residual @
Total Flow
Needed)
(psi)
Junction w/
Minimum
Pressure
(System)
Junction w/
Minimum
Pressure
(Zone)
Pressure
(Residual
Lower Limit)
(psi)
Flow (Total
Available)
(gpm)
Fire Flow
(Available)
(gpm)
Fire Flow
(Needed)
(gpm)
Satisfies Fire
Flow
Constraints?
Label
35HYDRANT 2146J-54203,5003,5001,500TrueHYD 17
36HYDRANT
2146J-107203,5003,5001,500TrueHYD 18
35HYDRANT
2146J-54203,5003,5001,500TrueHYD 18
33HYDRANT
2146J-54203,1943,1941,500TrueHYD 19
33HYDRANT
2146J-54203,3683,3681,500TrueHYD 20
30HYDRANT 2146J-116202,8422,8421,500TrueHYD 21
30HYDRANT
2146J-54202,6002,6001,500TrueHYD 22
21HYDRANT
2146J-54201,5811,5811,500TrueHYD 23
31HYDRANT
2146J-121203,0623,0621,500TrueHYD 24
31HYDRANT
2146J-123203,0833,0831,500TrueHYD 25
32HYDRANT 2146J-125203,3193,3191,500TrueHYD 26
31HYDRANT
2146J-127202,8992,8991,500TrueHYD 27
34HYDRANT
2146J-127203,4703,4701,500TrueHYD 28
34HYDRANT
2146J-130203,5003,5001,500TrueHYD 29
37HYDRANT
2146J-54203,5003,5001,500TrueHYD 30
37HYDRANT 2146J-54203,5003,5001,500TrueHYD 31
Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
Fire Flow Node FlexTable: Fire Flow Report
Pressure
(Calculated
Residual @
Total Flow
Needed)
(psi)
Junction w/
Minimum
Pressure
(System)
Junction w/
Minimum
Pressure
(Zone)
Pressure
(Residual
Lower Limit)
(psi)
Flow (Total
Available)
(gpm)
Fire Flow
(Available)
(gpm)
Fire Flow
(Needed)
(gpm)
Satisfies Fire
Flow
Constraints?
Label
38HYDRANT 2146J-54203,5003,5001,500TrueHYD 32
40HYDRANT
2146DJ 7203,5003,5001,500TrueHYD 33
32HYDRANT
2146J-144203,0793,0791,500TrueHYD 34
Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Junction Table
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
LabelID
435,110.76215,012.15DJ 1412
465,110.7895,003.53DJ 2415
475,110.7995,002.52DJ 3418
475,110.8155,003.30DJ 4421
475,110.88105,003.25DJ 5424
435,110.8695,010.66DJ 6427
455,110.91235,007.41DJ 7317
465,110.80155,004.68DJ 8433
465,110.7955,004.85DJ 9436
465,110.7855,005.51DJ 10439
435,110.77255,011.28DJ 11442
435,110.78255,010.41DJ 12445
445,110.79315,010.17DJ 13448
395,110.79225,019.78DJ 14455
405,110.81175,019.41DJ 15430
415,110.8355,017.21DJ 16458
395,110.8385,020.33DJ 17461
365,110.8245,027.64DJ 18464
385,110.8275,023.00DJ 19467
385,110.79265,022.41DJ 20470
365,110.76945,028.55DJ 21473
415,110.77425,016.08DJ 22500
395,110.7895,020.65DJ 23503
395,110.77165,021.45DJ 24491
365,110.7755,026.84DJ 25479
355,110.7755,029.04DJ 26476
355,110.7795,029.26DJ 27482
375,110.7795,024.58DJ 28485
385,110.77165,021.88DJ 29488
415,110.76525,016.59DJ 30497
385,110.77315,023.46DJ 3184
355,110.7695,030.23DJ 32494
465,110.7805,003.98HYD 1190
Page 1 of 527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Junction Table
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
LabelID
475,110.7805,003.24HYD 2194
465,110.7805,005.44HYD 3198
455,110.7705,006.53HYD 4202
435,110.7705,010.70HYD 5206
445,110.7705,010.14HYD 6210
445,110.7905,008.93HYD 7211
465,110.7905,004.48HYD 8215
475,110.8005,002.11HYD 9219
465,110.8205,005.59HYD 10223
455,110.8105,007.00HYD 11227
435,110.8105,011.80HYD 12232
415,110.8005,015.48HYD 13236
395,110.8005,020.18HYD 14240
405,110.7905,018.61HYD 15244
425,110.7905,014.61HYD 16245
385,110.7805,022.05HYD 17249
405,110.7705,017.67HYD 18253
395,110.7805,019.97HYD 18257
385,110.7705,023.31HYD 19261
375,110.7705,025.44HYD 20265
355,110.7705,030.40HYD 21269
365,110.7705,028.47HYD 22270
345,110.7605,031.88HYD 23277
365,110.7705,028.15HYD 24281
355,110.7905,029.12HYD 25285
365,110.8205,027.10HYD 26289
365,110.8205,027.16HYD 27293
395,110.8205,021.38HYD 28297
385,110.8205,023.40HYD 29304
415,110.8405,016.46HYD 30305
405,110.8205,017.60HYD 31309
425,110.8305,013.34HYD 32313
455,110.9205,007.42HYD 33322
Page 2 of 527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Junction Table
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
LabelID
375,110.7905,024.59HYD 34329
395,110.7805,020.26J-231
435,110.7705,011.02J-332
425,110.7605,013.26J-433
455,110.7805,005.78J-534
475,110.7805,001.24J-635
465,110.7805,003.69J-736
475,110.8105,001.46J-837
485,110.8204,999.36J-938
465,110.8205,005.12J-1039
475,110.8205,003.01J-1140
455,110.8105,006.06J-1241
475,110.8005,003.24J-1342
465,110.7905,004.49J-1443
465,110.7805,005.23J-1544
435,110.7705,011.55J-1645
445,110.7905,009.30J-1746
435,110.8005,010.55J-1847
435,110.8005,010.90J-1948
435,110.8105,011.62J-2049
445,110.8105,009.90J-2150
445,110.8105,008.48J-2251
455,110.8105,007.07J-2352
375,110.7705,025.79J-2453
355,110.7905,029.20J-2554
385,110.7805,022.37J-2655
405,110.7905,018.99J-2756
395,110.8005,020.60J-2857
405,110.8205,018.43J-2958
415,110.8005,016.96J-3059
415,110.8105,014.91J-3160
425,110.8105,013.10J-3261
465,110.8505,004.09J-3362
Page 3 of 527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Junction Table
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
LabelID
475,110.9205,002.46J-3564
475,110.9405,001.71J-3665
455,110.9005,007.72J-3766
455,110.8905,007.97J-3867
445,110.8805,008.92J-3968
445,110.8705,009.87J-4069
425,110.8305,012.64J-4170
425,110.8305,013.04J-4271
415,110.8305,015.03J-4372
405,110.8205,017.62J-4473
415,110.8405,016.33J-4574
415,110.8405,016.44J-4675
395,110.8205,021.74J-4776
385,110.8205,023.82J-4877
365,110.8205,027.30J-4978
365,110.8205,027.89J-5079
365,110.7705,027.89J-5180
355,110.7705,030.41J-5281
365,110.7705,028.25J-5382
345,110.7605,032.26J-5483
365,110.7705,027.68J-5685
375,110.7705,025.96J-5786
395,110.7705,021.04J-5887
385,110.7705,022.71J-5988
395,110.7805,020.43J-6089
465,110.7805,003.37J-6291
465,110.8705,003.61J-6392
465,110.8305,004.57J-69137
435,110.8305,012.29J-70150
465,110.7805,003.81J-72187
465,110.7805,003.97J-74191
455,110.7805,005.99J-76195
455,110.7705,006.41J-78199
Page 4 of 527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Junction Table
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
LabelID
435,110.7705,010.56J-80203
435,110.7705,011.00J-82207
445,110.7905,008.88J-85212
465,110.7905,005.07J-87216
475,110.8005,001.97J-89220
465,110.8205,005.39J-91224
455,110.8105,006.99J-94229
435,110.8105,012.06J-96233
415,110.8005,015.84J-98237
395,110.8005,020.15J-100241
415,110.7905,014.92J-103246
385,110.7805,021.96J-105250
405,110.7705,017.81J-107254
395,110.7805,019.91J-109258
385,110.7705,023.67J-111262
375,110.7705,025.31J-113266
355,110.7705,030.17J-116271
365,110.7705,028.44J-117274
345,110.7605,031.92J-119278
365,110.7705,028.04J-121282
355,110.7905,028.98J-123286
365,110.8205,027.39J-125290
365,110.8205,027.19J-127294
395,110.8205,021.34J-129298
385,110.8205,023.51J-130301
405,110.8405,017.44J-133306
405,110.8205,017.89J-135310
425,110.8305,013.22J-137314
475,110.9205,002.49J-139318
455,110.9205,006.48J-141323
405,110.7905,018.62J-142326
375,110.7905,025.21J-144330
Page 5 of 527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Pipe Table
Minor Loss
Coefficient
(Derived)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams
C
Diameter
(in)
Stop
Node
Start
Node
Length
(Scaled)
(ft)
LabelID
0.0000.000130.06.0J-72HYD 115P-88333
0.0000.000130.06.0J-74HYD 211P-89334
0.0000.000130.06.0J-89HYD 915P-92338
0.0000.000130.06.0J-91HYD 1015P-93339
0.0000.000130.06.0J-141HYD 335P-94340
0.0000.000130.06.0J-137HYD 3217P-95341
0.0000.000130.06.0J-135HYD 3110P-96342
0.0000.000130.06.0J-133HYD 3015P-97343
0.0000.000130.06.0J-129HYD 2815P-98344
0.0000.000130.06.0J-127HYD 2715P-99345
0.0000.000130.06.0J-125HYD 2615P-100346
0.0000.000130.06.0J-123HYD 2515P-101347
0.0000.000130.06.0J-121HYD 2415P-102348
0.0000.000130.06.0J-116HYD 2115P-103349
0.0000.000130.06.0J-117HYD 2215P-104350
0.0000.000130.06.0J-119HYD 2315P-105351
0.0000.000130.06.0J-111HYD 1915P-106352
0.0000.000130.06.0J-113HYD 2015P-107354
0.0000.000130.06.0J-105HYD 1715P-108355
0.0000.000130.06.0J-109HYD 1815P-109356
0.0000.000130.06.0J-80HYD 515P-110357
0.0000.000130.06.0J-82HYD 615P-111358
0.0000.000130.06.0J-85HYD 715P-112359
0.0000.000130.06.0J-96HYD 1215P-113360
0.0000.000130.06.0J-103HYD 1611P-114361
0.0000.000130.06.0J-98HYD 1311P-115362
0.0000.000130.06.0J-107HYD 1812P-116363
0.0000.000130.06.0J-94HYD 1112P-117364
0.0000.000130.06.0J-87HYD 810P-118365
0.0000.000130.06.0J-76HYD 310P-119366
0.0000.000130.06.0J-78HYD 416P-120367
0.0000.000130.06.0J-144HYD 3415P-121368
0.0000.000130.06.0J-130HYD 2915P-122369
Page 1 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Pipe Table
Minor Loss
Coefficient
(Derived)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams
C
Diameter
(in)
Stop
Node
Start
Node
Length
(Scaled)
(ft)
LabelID
0.0000.000130.06.0J-142HYD 1515P-123410
0.0000.000130.06.0J-100HYD 1415P-124411
0.3900.000130.08.0J-6J-62124P-497
0.3900.34-54130.08.0J-9J-8125P-9103
0.7400.3453130.08.0J-14J-1380P-11105
0.0000.2438130.08.0J-59J-26138P-19114
0.0000.22-35130.08.0J-2J-58136P-21116
0.3500.2133130.08.0DJ 31J-58190P-23119
0.0000.33-51130.08.0J-27J-60138P-27123
0.0000.31-48130.08.0J-19J-1869P-31128
0.3900.31-48130.08.0J-20J-1991P-32129
0.0000.11-18130.08.0J-21J-20124P-33130
0.0000.11-18130.08.0J-22J-21111P-34131
0.0000.11-18130.08.0J-23J-22111P-35132
0.0000.000130.08.0J-11J-10124P-39136
0.0000.54-85130.08.0J-69J-1060P-40138
0.0000.54-85130.08.0J-33J-6988P-41139
0.0000.54-85130.08.0J-63J-3388P-42140
0.4000.75-118130.08.0J-36J-3558P-44142
0.0000.5282130.08.0J-38J-3728P-47145
0.2000.5282130.08.0J-39J-3869P-48146
0.0000.5282130.08.0J-40J-3969P-49147
0.0000.1727130.08.0J-42J-4133P-51149
0.7400.2946130.08.0J-70J-4135P-52151
0.0500.2946130.08.0J-20J-70367P-53152
0.0000.1016130.08.0J-31J-32114P-55154
0.0000.17-27130.08.0J-43J-44168P-60159
0.3500.25-40130.08.0J-45J-4665P-68167
0.0000.14-22130.08.0J-57J-51146P-72171
0.0000.19-29130.08.0J-60J-57372P-73172
0.7000.06-9130.08.0DJ 31J-53330P-76175
0.0000.10-16130.08.0J-56J-52148P-79179
0.0000.09-14130.08.0J-24J-56180P-80180
Page 2 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Pipe Table
Minor Loss
Coefficient
(Derived)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams
C
Diameter
(in)
Stop
Node
Start
Node
Length
(Scaled)
(ft)
LabelID
0.7400.09-13130.08.0J-72J-5180P-3(1)188
0.3500.09-13130.08.0J-62J-7240P-3(2)189
0.7400.10-16130.08.0J-74J-15180P-6(1)192
0.3500.10-16130.08.0J-7J-7440P-6(2)193
0.8900.1625130.08.0J-76J-1541P-13(1)196
0.7400.18-28130.08.0J-5J-7841P-2(2)201
0.7400.18-28130.08.0J-80J-329P-2(1)(1)204
0.3500.18-28130.08.0J-78J-80267P-2(1)
(2)205
0.3500.1625130.08.0J-82J-76267P-13(2)(1)208
0.7400.1625130.08.0J-16J-8229P-13(2)
(2)209
0.7400.13-20130.08.0J-85J-1729P-16(1)213
0.3500.13-20130.08.0J-87J-85267P-16(2)
(1)217
0.7400.13-20130.08.0J-14J-8740P-16(2)
(2)218
0.5000.2235130.08.0J-89J-840P-10(1)221
0.3500.2235130.08.0J-13J-89100P-10(2)222
0.3500.33-51130.08.0J-91J-1299P-86(1)225
0.0000.33-51130.08.0J-10J-9140P-86(2)226
0.3500.11-18130.08.0J-94J-2311P-36(1)230
0.3500.11-18130.08.0J-12J-94134P-36(2)231
0.0000.1016130.08.0J-96J-2048P-54(1)234
0.0000.1016130.08.0J-32J-96115P-54(2)235
0.0000.1016130.08.0J-98J-3152P-56(1)238
0.3500.1016130.08.0J-30J-9862P-56(2)239
0.0000.1016130.08.0J-100J-30169P-57(1)242
0.7400.1016130.08.0J-28J-10024P-57(2)243
0.3900.035130.08.0J-17J-103358P-29(2)248
0.7400.1828130.08.0J-105J-2624P-18(1)251
Page 3 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Pipe Table
Minor Loss
Coefficient
(Derived)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams
C
Diameter
(in)
Stop
Node
Start
Node
Length
(Scaled)
(ft)
LabelID
0.3500.1828130.08.0J-107J-105237P-18(2)
(1)255
0.7400.2640130.08.0J-109J-223P-22(1)259
0.7400.04-6130.08.0J-111DJ 3140P-24(1)263
0.7400.19-30130.08.0J-113J-2430P-25(1)267
0.0000.19-30130.08.0J-59J-113160P-25(2)268
0.7400.047130.08.0J-116J-5241P-78(1)272
0.7400.000130.08.0J-117J-5341P-77(1)275
0.0000.000130.08.0J-119J-5437P-75(1)279
0.7400.15-23130.08.0J-51J-12141P-71(2)284
0.7400.34-53130.08.0J-123J-2541P-64(1)287
0.5000.34-53130.08.0J-49J-123310P-64(2)288
0.0000.07-12130.08.0J-125J-4961P-81(1)291
0.7400.10-15130.08.0J-127J-5029P-82(1)295
0.0000.10-15130.08.0J-47J-127231P-82(2)296
0.0000.20-32130.08.0J-129J-4730P-67(1)299
0.7400.06-10130.08.0J-130J-4861P-66(1)302
0.3900.25-40130.08.0J-46J-13374P-67(2)
(2)308
0.7400.17-27130.08.0J-135J-2925P-59(1)311
0.0000.17-27130.08.0J-44J-13512P-59(2)312
0.3500.17-27130.08.0J-137J-43153P-61(1)315
0.3900.17-27130.08.0J-42J-13715P-61(2)316
0.0000.75-118130.08.0J-35J-1395P-43(2)320
0.0000.15-23130.08.0J-141DJ 731P-87(1)324
0.3500.15-23130.08.0J-139J-141134P-87(2)325
0.7400.035130.08.0J-142J-2724P-29(1)
(1)327
0.3500.035130.08.0J-103J-142235P-29(1)(2)328
0.7000.1118130.08.0J-25J-144305P-63(2)332
0.0000.000130.08.0DJ 1J-4211P-1(1)413
0.5000.13-21130.08.0J-3DJ 1213P-1(2)414
Page 4 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Pipe Table
Minor Loss
Coefficient
(Derived)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams
C
Diameter
(in)
Stop
Node
Start
Node
Length
(Scaled)
(ft)
LabelID
0.3900.1423130.08.0DJ 2J-7220P-7(1)416
0.0000.0913130.08.0J-62DJ 2230P-7(2)417
0.0000.25-39130.08.0DJ 3J-7219P-8(1)419
0.0000.31-48130.08.0J-8DJ 3199P-8(2)420
0.0000.19-29130.08.0DJ 4J-8294P-38(1)422
0.5000.22-34130.08.0J-10DJ 4290P-38(2)423
0.0000.54-85130.08.0DJ 5J-6367P-43(1)(1)425
0.3500.61-95130.08.0J-139DJ 5144P-43(1)
(2)426
0.0000.5282130.08.0DJ 6J-4062P-50(1)428
0.3900.4672130.08.0J-41DJ 6156P-50(2)429
0.0000.2133130.08.0DJ 8J-12286P-37(1)434
0.0000.1118130.08.0J-13DJ 8298P-37(2)435
0.0000.2133130.08.0DJ 9J-14206P-12(1)437
0.0000.1828130.08.0J-15DJ 9212P-12(2)438
0.0000.09-15130.08.0DJ 10J-5220P-5(1)440
0.0000.12-19130.08.0J-15DJ 10230P-5(2)441
0.5000.1929130.08.0DJ 11J-16228P-14(1)443
0.7400.034130.08.0J-3DJ 11222P-14(2)444
0.0000.12-18130.08.0DJ 12J-16211P-15(1)446
0.8900.27-43130.08.0J-17DJ 12207P-15(2)447
0.3900.11-17130.08.0DJ 13J-17230P-30(1)449
0.0000.31-48130.08.0J-18DJ 13102P-30(2)450
0.3500.20-32130.08.0DJ 17J-12975P-67(2)
(1)(1)462
0.0000.25-40130.08.0J-133DJ 17215P-67(2)(1)(2)463
0.0000.07-12130.08.0DJ 18J-125174P-81(2)
(1)465
0.3500.10-15130.08.0J-50DJ 18179P-81(2)
(2)466
Page 5 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Pipe Table
Minor Loss
Coefficient
(Derived)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams
C
Diameter
(in)
Stop
Node
Start
Node
Length
(Scaled)
(ft)
LabelID
0.0000.06-10130.08.0DJ 19J-130102P-66(2)
(1)468
0.3500.10-16130.08.0J-47DJ 19250P-66(2)
(2)469
0.0000.2844130.08.0DJ 20J-28138P-63(1)(1)471
0.3500.1118130.08.0J-144DJ 20213P-63(1)
(2)472
0.7000.4571130.08.0DJ 21J-25179P-71(1)
(1)474
0.0000.15-23130.08.0J-121DJ 21141P-71(1)
(2)475
0.0000.047130.08.0DJ 26J-116186P-78(2)
(1)477
0.3500.011130.08.0J-51DJ 26192P-78(2)(2)478
0.0000.01-2130.08.0DJ 25J-56205P-74(1)480
0.0000.05-7130.08.0J-57DJ 25213P-74(2)481
0.0000.000130.08.0DJ 27J-117170P-77(2)
(1)483
0.3500.06-10130.08.0J-52DJ 27240P-77(2)
(2)484
0.7000.04-6130.08.0DJ 28J-111175P-24(2)
(1)486
0.7000.10-16130.08.0J-24DJ 28234P-24(2)
(2)487
0.3500.0914130.08.0DJ 29J-59222P-20(1)489
0.0000.01-2130.08.0J-58DJ 29228P-20(2)490
0.0000.04-6130.08.0DJ 24J-59232P-26(1)492
0.7000.14-22130.08.0J-60DJ 24186P-26(2)493
0.0000.000130.08.0DJ 32J-119182P-75(2)(1)495
0.3500.06-9130.08.0J-53DJ 32212P-75(2)
(2)496
Page 6 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg
FlexTable: Pipe Table
Minor Loss
Coefficient
(Derived)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams
C
Diameter
(in)
Stop
Node
Start
Node
Length
(Scaled)
(ft)
LabelID
0.7000.2640130.08.0DJ 30J-109223P-22(2)
(1)498
0.0000.08-12130.08.0J-3DJ 30375P-22(2)
(2)499
0.0000.1828130.08.0DJ 22J-10799P-18(2)(2)(1)501
0.0000.09-14130.08.0J-16DJ 22259P-18(2)
(2)(2)502
0.0000.3454130.08.0J-9HYDRANT
268016P-127514
0.3500.12-41130.012.0J-48J-49262P-65164
0.0000.0932130.012.0J-48J-29393P-70169
0.0000.65404130.016.0J-37J-36396P-46144
0.3500.12-75130.016.0J-26J-2450P-84184
0.3500.51323130.016.0J-45J-37665P-85185
0.0000.41-257130.016.0DJ 15J-28193P-58(1)431
0.5000.44-274130.016.0J-29DJ 15158P-58(2)432
0.5000.36229130.016.0DJ 14J-28183P-62(1)456
0.0000.33206130.016.0J-27DJ 14177P-62(2)457
0.3500.45283130.016.0DJ 16J-45146P-69(1)459
0.0000.44279130.016.0J-29DJ 16202P-69(2)460
0.5000.24150130.016.0DJ 23J-27205P-28(1)504
0.0000.22141130.016.0J-26DJ 23213P-28(2)505
0.0000.83523130.016.0J-36HYDRANT
214616P-129520
0.0000.0054130.09,999.0
HYDRANT 2680R-230P-128516
0.0000.00523130.09,999.0
HYDRA
NT
2146
R-316P-131524
Page 7 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
3/12/2021
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg