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Project Inventory: Calhoun Region.wtg
TitleEngineerCompany
1/10/2012DateNotes
Scenario Summary
133IDEPS1Label
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
34Pipes 0-Constant Speed - No Pump Curve
28Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay2Tanks 0-Variable Speed/Torque2-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 2PRV's0Reservoirs 0PSV's0Pumps 0PBV's0-Constant Power 0FCV's0-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterCalhoun Region.wtg
Draft
Project Inventory: Calhoun Region.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft1,542.292.0 (in) ft4,173.2012.0 (in)ft3,034.906.0 (in) ft26,891.33All Diametersft18,140.958.0 (in)
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterCalhoun Region.wtg
Draft
Project Inventory: Gualo Rai Region.wtg
TitleEngineerCompany
1/10/2012DateNotes
Scenario Summary
54IDEPS1Label
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
12Pipes 1-Constant Speed - No Pump Curve
9Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay1Tanks 0-Variable Speed/Torque1-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 0PRV's1Reservoirs 0PSV's1Pumps 0PBV's0-Constant Power 0FCV's0-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations1-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterGualo Rai Region.wtg
Draft
Project Inventory: Gualo Rai Region.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft2,531.764.0 (in) ft9,663.31All Diametersft7,131.566.0 (in)
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterGualo Rai Region.wtg
Draft
Project Inventory: Capital Hill Region 2.wtg
TitleEngineerCompany
1/10/2012DateNotes
Scenario Summary
130IDEPS1Label
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
43Pipes 2-Constant Speed - No Pump Curve
38Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay2Tanks 0-Variable Speed/Torque2-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 0PRV's0Reservoirs 0PSV's2Pumps 0PBV's0-Constant Power 0FCV's2-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/9/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterCapital Hill Region 2.wtg
Draft
Project Inventory: Capital Hill Region 2.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft19,330.712.0 (in) ft588.3310.0 (in)ft17,356.426.0 (in) ft6,356.6312.0 (in)ft24,438.588.0 (in) ft68,070.67All Diameters
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/9/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterCapital Hill Region 2.wtg
Draft
Project Inventory: Marpi Region.wtg
TitleKMREngineerDCACompany11/18/2011Date
Notes
Scenario Summary
467IDEPS1Label
NotesBase-Active TopologyActive TopologyBase-PhysicalPhysicalBase-DemandDemandBase-Initial SettingsInitial SettingsBase-OperationalOperationalBase-Age AlternativeAgeBase-ConstituentConstituentBase-Trace AlternativeTraceBase-Fire FlowFire FlowBase FlushingFlushingBase-Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase-User DataUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
56Pipes 1-Constant Speed - No Pump Curve
46Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay1Tanks 0-Variable Speed/Torque1-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 2PRV's0Reservoirs 0PSV's1Pumps 0PBV's0-Constant Power 0FCV's1-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/9/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterMarpi Region.wtg
Draft
Project Inventory: Marpi Region.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft1,486.002.0 (in) ft11,580.008.0 (in)ft678.003.0 (in) ft14,346.0012.0 (in)ft9,696.006.0 (in) ft37,786.00All Diameters
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/9/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterMarpi Region.wtg
Draft
Project Inventory: Rapagao Region 2.wtg
TitleEngineerCompany
1/10/2012DateNotes
Scenario Summary
118IDEPS1Label
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
41Pipes 0-Constant Speed - No Pump Curve
36Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay2Tanks 0-Variable Speed/Torque2-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 2PRV's0Reservoirs 0PSV's0Pumps 0PBV's0-Constant Power 0FCV's0-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/9/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterRapagao Region 2.wtg
Draft
Project Inventory: Rapagao Region 2.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft2,664.302.0 (in) ft4,453.4810.0 (in)ft862.344.0 (in) ft12,691.4012.0 (in)ft5,693.716.0 (in) ft13,605.8016.0 (in)ft7,022.208.0 (in) ft46,993.23All Diameters
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/9/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterRapagao Region 2.wtg
Draft
Project Inventory: Kannot Tabla NON24hr.wtg
TitleEngineerCompany
11/21/2011DateNotes
Scenario Summary
224IDEPS1Label
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
31Pipes 0-Constant Speed - No Pump Curve
27Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay1Tanks 0-Variable Speed/Torque1-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 3PRV's0Reservoirs 0PSV's0Pumps 0PBV's0-Constant Power 0FCV's0-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/9/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterKannot Tabla NON24hr.wtg
Draft
Project Inventory: Kannot Tabla NON24hr.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft2,960.432.0 (in) ft31.6310.0 (in)ft4,311.384.0 (in) ft3,755.6914.0 (in)ft11,407.986.0 (in) ft4,310.6116.0 (in)ft58.528.0 (in) ft26,836.25All Diameters
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/9/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterKannot Tabla NON24hr.wtg
Draft
Project Inventory: Isley Region.wtg
TitleEngineerCompany
1/10/2012DateNotes
Scenario Summary
123IDEPS1Label
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
43Pipes 0-Constant Speed - No Pump Curve
39Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay1Tanks 0-Variable Speed/Torque0-Circular 0-Pump Start - Variable
Speed/Torque1-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 0PRV's0Reservoirs 0PSV's0Pumps 0PBV's0-Constant Power 0FCV's0-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterIsley Region.wtg
Draft
Project Inventory: Isley Region.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft14,184.836.0 (in) ft9,060.9816.0 (in)ft13,285.628.0 (in) ft54,005.16All Diametersft17,473.7312.0 (in)
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterIsley Region.wtg
Draft
Project Inventory: Koblerville Region.wtg
TitleEngineerCompany
1/10/2012DateNotes
Scenario Summary
158IDEPS1Label
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
50Pipes 7-Constant Speed - No Pump Curve
29Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay0Tanks 0-Variable Speed/Torque0-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 0PRV's8Reservoirs 0PSV's7Pumps 0PBV's0-Constant Power 0FCV's1-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations6-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterKoblerville Region.wtg
Draft
Project Inventory: Koblerville Region.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft1,389.052.0 (in) ft27,672.358.0 (in)ft9,242.164.0 (in) ft39,765.13All Diametersft1,461.576.0 (in)
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterKoblerville Region.wtg
Draft
Project Inventory: Dandan Region.wtg
TitleEngineerCompany
1/10/2012DateNotes
Scenario Summary
116IDScenario - 1Label
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
25Pipes 0-Constant Speed - No Pump Curve
24Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay1Tanks 0-Variable Speed/Torque1-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 0PRV's0Reservoirs 0PSV's0Pumps 0PBV's0-Constant Power 0FCV's0-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterDandan Region.wtg
Draft
Project Inventory: Dandan Region.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft27,737.966.0 (in) ft27,999.09All Diametersft261.1312.0 (in)
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterDandan Region.wtg
Draft
Project Inventory: Duenas Base Model.wtg
TitleEngineerCompany
11/21/2011DateNotes
Scenario Summary
69IDEPS1Label
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
10Pipes 1-Constant Speed - No Pump Curve
9Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay0Tanks 0-Variable Speed/Torque0-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 0PRV's1Reservoirs 0PSV's1Pumps 0PBV's0-Constant Power 0FCV's1-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterDuenas Base Model.wtg
Draft
Project Inventory: Duenas Base Model.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft5,458.611.3 (in) ft5,283.346.0 (in)ft69.822.0 (in) ft10,811.78All Diameters
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterDuenas Base Model.wtg
Draft
Project Inventory: San Vicente Region.wtg
TitleEngineerCompany
1/10/2012DateNotes
Scenario Summary
118IDEPSLabel
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
38Pipes 0-Constant Speed - No Pump Curve
34Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay1Tanks 0-Variable Speed/Torque1-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 0PRV's0Reservoirs 0PSV's0Pumps 0PBV's0-Constant Power 0FCV's0-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterSan Vicente Region.wtg
Draft
Project Inventory: San Vicente Region.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft3,252.472.0 (in) ft4,036.448.0 (in)ft21,119.794.0 (in) ft457.1210.0 (in)ft18,224.926.0 (in) ft54,773.03All Diametersft7,682.296.0 (in)
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterSan Vicente Region.wtg
Draft
Project Inventory: Kumoi Region.wtg
TitleEngineerCompany
1/10/2012DateNotes
Scenario Summary
155IDEPSLabel
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
33Pipes 1-Constant Speed - No Pump Curve
28Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay2Tanks 0-Variable Speed/Torque1-Circular 0-Pump Start - Variable
Speed/Torque1-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 1PRV's0Reservoirs 0PSV's1Pumps 0PBV's0-Constant Power 0FCV's1-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterKumoi Region.wtg
Draft
Project Inventory: Kumoi Region.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft10,487.922.0 (in) ft20,363.298.0 (in)ft4,390.124.0 (in) ft962.1710.0 (in)ft725.386.0 (in) ft36,928.88All Diameters
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/10/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterKumoi Region.wtg
Draft
Project Inventory: Kagman Region.wtg
TitleEngineerCompany
1/10/2012DateNotes
Scenario Summary
174IDEPS1Label
NotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase FlushingFlushingBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase User Data ExtensionsUser Data Extensions
New Steady State/EPS Solver - 1Steady State/EPS Solver Calculation Options
Base Calculation OptionsTransient Solver Calculation Options
Network Inventory
65Pipes 1-Constant Speed - No Pump Curve
47Junctions 0-Constant Speed - Pump Curve
0Hydrants 0-Shut Down After Time Delay1Tanks 0-Variable Speed/Torque1-Circular 0-Pump Start - Variable
Speed/Torque0-Non-Circular 0Variable Speed Pump
Batteries0-Variable Area 6PRV's1Reservoirs 0PSV's1Pumps 0PBV's0-Constant Power 0FCV's1-Design Point (1 Point) 0TCV's0-Standard (3 Point) 0GPV's0-Standard Extended 0Isolation Valves0-Custom Extended 0Spot Elevations0-Multiple Point
Transient Network Inventory
0Air Valves 0Rupture Disks
Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/9/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterKagman Region.wtg
Draft
Project Inventory: Kagman Region.wtg
Transient Network Inventory
0-Double Acting 0Surge Valves0-Slow Closing 0Surge Tanks0-Triple Acting 0-Simple0-Vacuum Breaker 0-Differential0Discharges to Atmosphere 0-Variable Area0Orifice 0Turbines0Rating Curve 0Valves With Linear Area
Change0Valve 0Periodic Head-Flows0Check Valves 0-Sinusoidal (Head)0-Towards Wye 0-Not Sinusoidal (Head)0-Away from Wye 0-Sinusoidal (Flow)0Hydropneumatic Tanks 0-Not Sinusoidal (Flow)0Orifices Between Pipes
Pressure Pipes Inventory
ft1,498.802.0 (in) ft59,981.12All Diametersft58,482.326.0 (in)
Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
5/9/2012
Bentley WaterCAD V8i (SELECTseries 1)[08.11.01.32]
Bentley Systems, Inc. Haestad Methods Solution CenterKagman Region.wtg
Draft
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