Grady HillhouseM. Eng. Water Resources EngineeringTexas A&M University
Hydraulic Modeling of Water Distribution Systems
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.
OutlineIntroduction to pressure conduit hydraulicsIntroduction to EPA NETBasics of Modeling
Only an introductionIf you have questions, ask!
Pressure Conduit HydraulicsSummed up in two equations:
zg
vP
2
2
constant
21 QQ
Head Loss
Lhzg
vPz
g
vP 2
222
1
211
22 Darcy-Weisbach head loss equation
g
v
D
LfhL 2
2
Head Loss (cont.)
vD
Re
Pipe Networks
Demand
Solving Pipe Networks
outin QQ
Continuity at nodes
Solving Pipe NetworksFixed grade node paths
Solving Pipe NetworksLoop Equations
Hydraulic Grade LineTotal energy less velocity head
EPANET
Public domain (free!)
Relatively simple
Uses the gradient method to solve pipe networks for flows and pressures.
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
SkeletonizationDepending on the complexity of the system
you’re modeling, in may benefit you to simplify the model.
What you provide the model
Layout and parameters of infrastructure
DemandsInitial conditions
What the model provides for you
Flow rates in pipes and tanks
Pressures at nodes
Examples
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?