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Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.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Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.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Note:The input data may have been modified since the last calculation was performed.The calculated results may be outdated.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