30 May 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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