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Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

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Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University Hydraulic Modeling of Water Distribution Systems
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Page 1: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Grady HillhouseM. Eng. Water Resources EngineeringTexas A&M University

Hydraulic Modeling of Water Distribution Systems

Page 2: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

IntroductionA large percentage of EWB

projects involve water.Many of these project include a

transmission or distribution component.

A basic understanding of pressure conduit hydraulics is essential when designing water infrastructure.

In situations where solving pipe networks is too complex, modeling becomes necessary.

Page 3: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

OutlineIntroduction to pressure conduit hydraulicsIntroduction to EPA NETBasics of Modeling

Only an introductionIf you have questions, ask!

Page 4: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Pressure Conduit HydraulicsSummed up in two equations:

zg

vP

2

2

constant

21 QQ

Page 5: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Head Loss

Lhzg

vPz

g

vP 2

222

1

211

22 Darcy-Weisbach head loss equation

g

v

D

LfhL 2

2

Page 6: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Head Loss (cont.)

vD

Re

Page 7: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Pipe Networks

Demand

Page 8: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Solving Pipe Networks

outin QQ

Continuity at nodes

Page 9: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Solving Pipe NetworksFixed grade node paths

Page 10: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Solving Pipe NetworksLoop Equations

Page 11: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Hydraulic Grade LineTotal energy less velocity head

Page 12: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

EPANET

Public domain (free!)

Relatively simple

Uses the gradient method to solve pipe networks for flows and pressures.

Page 13: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Components in ModelsNode – junction between other model elements.

Can have external demands.Pipe – convey water between nodes.Reservoir – infinite source of water with a

constant or periodically changing water surface elevation.

Tank – stores water . Water surface is at atmospheric pressure.

Pumps – impart energy to waterValves – various methods of controlling flow or

pressure

Page 14: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

SkeletonizationDepending on the complexity of the system

you’re modeling, in may benefit you to simplify the model.

Page 15: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

What you provide the model

Layout and parameters of infrastructure

DemandsInitial conditions

Page 16: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

What the model provides for you

Flow rates in pipes and tanks

Pressures at nodes

Page 17: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Examples

Page 18: Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University.

Final NotesA model is only as good as the input data you

provide.Reference the user’s manual!Never ask the model to do something you

don’t understand.Always verify results by checking with hand

calculations.Questions?


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