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Municipal Engineering Assignment

Municipal Engineering Assignment

Page 1 of 2

Pipe System Analysis Design Problems

Correct answers must be supported by correct work. Provide answers to three significant digits. Look up

properties and/or demand factors in provided Reference Tables —if a typical value is listed use that; otherwise, if

a range of values is listed, use the average unless other guidance is provided. Submit , in pdf or docx (MS

Word) format.

1. Consider the piping network shown below. Use the Hardy Cross Method (either by hand, or using Excel),

computing head losses with Hazen-Williams, to determine all the pipe flows and the total energy head at each

junction:

Reservoir Data

x-Coordinate

(ft)

y-Coordinate

(ft)

Total Head

(ft)

0 2100 120

Node/Junction Data

Node/Junction x-Coordinate (ft)

y-Coordinate (ft)

Demand

(gal/min)

J1 100 2000 0

J2 2600 2000 3000

J3 5500 1000 0

J4 5500 0 3000

J5 2600 0 0

J6 100 0 4000

J7 2600 1000 0

CENE 431

Page 2 of 2

Pipe Data

Pipe Start

Node/Junction

End

Node/Junction

Diameter

(in)

Material

P1 Reservoir J1 48 Concrete

P2 J1 J2 28 Ductile Iron, New

P3 J2 J3 12 Welded Steel

P4 J3 J4 12 PVC

P5 J4 J5 12 PVC

P6 J5 J6 12 Concrete

P7 J6 J1 24 Concrete

P8 J2 J7 12 Welded Steel

P9 J7 J5 10 Welded Steel

10 J7 J3 12 PVC

2. Consider the piping network from problem 1. Use EPANET (set to use the Hazen-Williams head loss formula) to determine all the pipe flows and the total energy head at each junction.

3. Repeat your analysis of problem 2 using EPANET (set to use the Darcy-Weisbach head loss formula) and assuming that the pipes are made of general concrete, unlined ductile iron, new unlined steel, and PVC. Does

your analysis reveal any significant differences between the two methods? Comment on what might be

causing these differences. Which approach would you recommend? Why?

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