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Detailed Report for Junction: J-1
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 1
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,018.33 m Elevation 0.00 mY 3,052.37 m Zone Zone-1
Connecting Pipes
P-10P-11P-15
Demand Summary
Type Demand(m/min)
Pattern
Demand 7.00 Fixed
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-2
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 2
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,061.61 m Elevation 0.00 mY 3,052.27 m Zone Zone-1
Connecting Pipes
P-8P-11P-9P-12
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-3
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 3
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,102.25 m Elevation 0.00 mY 3,052.78 m Zone Zone-1
Connecting Pipes
P-7P-17P-8
Demand Summary
Type Demand(m/min)
Pattern
Demand 2.00 Fixed
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-4
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 4
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,018.94 m Elevation 0.00 mY 3,031.34 m Zone Zone-1
Connecting Pipes
P-13P-15P-14
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-5
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 5
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,062.73 m Elevation 0.00 mY 3,032.25 m Zone Zone-1
Connecting Pipes
P-12P-13P-16
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-6
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 6
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,105.00 m Elevation 0.00 mY 3,032.25 m Zone Zone-1
Connecting Pipes
P-16P-17
Demand Summary
Type Demand(m/min)
Pattern
Demand 2.00 Fixed
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-7
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 7
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,060.90 m Elevation 0.00 mY 3,070.15 m Zone Zone-1
Connecting Pipes
P-5P-9P-6
Demand Summary
Type Demand(m/min)
Pattern
Demand 1.00 Fixed
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-8
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 8
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,102.46 m Elevation 0.00 mY 3,069.34 m Zone Zone-1
Connecting Pipes
P-6P-7
Demand Summary
Type Demand(m/min)
Pattern
Demand 6.00 Fixed
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-10
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 9
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,005.23 m Elevation 0.00 mY 3,027.78 m Zone Zone-1
Connecting Pipes
P-1P-14P-2
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-11
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 10
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,005.43 m Elevation 150.00 mY 3,060.70 m Zone Zone-1
Connecting Pipes
P-2P-3P-10
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-12
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 11
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,024.12 m Elevation 0.00 mY 3,068.32 m Zone Zone-1
Connecting Pipes
P-3P-4
Demand Summary
Type Demand(m/min)
Pattern
Demand 3.00 Fixed
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Junction: J-13
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 12
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 3,043.94 m Elevation 0.00 mY 3,069.44 m Zone Zone-1
Connecting Pipes
P-4P-5
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
Pressure(kPa)
Demand(Calculated)
(m/min)Pressure
Head(m)
0.00 hr N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-1
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 13
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node R-1 Diameter 150 mmTo Node J-10 Material Ductile IronCheck Valve No Roughness 130.0Length 21.00 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-2
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 14
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-10 Diameter 150 mmTo Node J-11 Material Ductile IronCheck Valve No Roughness 130.0Length 33.00 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-3
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 15
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-11 Diameter 150 mmTo Node J-12 Material Ductile IronCheck Valve No Roughness 130.0Length 20.00 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-4
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 16
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-12 Diameter 150 mmTo Node J-13 Material Ductile IronCheck Valve No Roughness 130.0Length 20.00 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-5
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 17
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-13 Diameter 150 mmTo Node J-7 Material Ductile IronCheck Valve No Roughness 130.0Length 17.00 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-6
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 18
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-7 Diameter 150 mmTo Node J-8 Material Ductile IronCheck Valve No Roughness 130.0Length 41.50 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-7
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 19
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-8 Diameter 150 mmTo Node J-3 Material Ductile IronCheck Valve No Roughness 130.0Length 16.50 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-8
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 20
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-3 Diameter 150 mmTo Node J-2 Material Ductile IronCheck Valve No Roughness 130.0Length 40.50 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-9
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 21
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-2 Diameter 150 mmTo Node J-7 Material Ductile IronCheck Valve No Roughness 130.0Length 18.00 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-10
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 22
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-11 Diameter 150 mmTo Node J-1 Material Ductile IronCheck Valve No Roughness 130.0Length 15.50 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-11
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 23
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-1 Diameter 150 mmTo Node J-2 Material Ductile IronCheck Valve No Roughness 130.0Length 43.50 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-12
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 24
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-2 Diameter 150 mmTo Node J-5 Material Ductile IronCheck Valve No Roughness 130.0Length 20.00 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-13
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 25
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-5 Diameter 150 mmTo Node J-4 Material Ductile IronCheck Valve No Roughness 130.0Length 44.00 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-14
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 26
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-4 Diameter 150 mmTo Node J-10 Material Ductile IronCheck Valve No Roughness 130.0Length 14.00 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-15
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 27
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-1 Diameter 150 mmTo Node J-4 Material Ductile IronCheck Valve No Roughness 130.0Length 21.00 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-16
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 28
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-5 Diameter 150 mmTo Node J-6 Material Ductile IronCheck Valve No Roughness 130.0Length 42.50 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Pipe: P-17
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 29
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
From Node J-6 Diameter 150 mmTo Node J-3 Material Ductile IronCheck Valve No Roughness 130.0Length 20.50 m Minor Loss 0.00
Initial Condition Summary
Status Open
Calculated Results Summary
Time Status Constituent(mg/l)
Flow(m/min)
Velocity(m/s)
FromGrade
(m)To
Grade(m)
FrictionLoss(m)
MinorLoss(m)
TotalHeadloss
(m)HeadlossGradient(m/km)
0.00 hr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Detailed Report for Reservoir: R-1
Title: Proyecto1untitled.wcd22/07/12 07:46:54 p.m.
bceom / oist Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Page 30
Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.
Scenario Summary
Label BaseDemand Alternative Base-Average DailyPhysical Alternative Base-PhysicalInitial Settings Alternative Base-Initial SettingsOperational Alternative Base-OperationalAge Alternative Base-Age AlternativeConstituent Alternative Base-ConstituentTrace Alternative Base-Trace AlternativeFire Flow Alternative Base-Fire Flow
Calibration Summary
Demand Roughness
Geometric Summary
X 2,992.32 m Hydraulic Grade Line 20.00 mY 3,044.24 m Zone Zone-1
Connecting Pipes
P-1
Calculated Results Summary
Time Constituent(mg/l)
CalculatedHydraulic
Grade(m)
ReservoirInflow
(m/min)ReservoirOutflow(m/min)
0.00 hr N/A N/A N/A N/A
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