Case 10: Water - Eight Pipe Network with Pumps and Local Losses
Reference: Hydraulics of Pipeline Systems, 2000, CRC Press LLC, Bruce E. Larock, Rowland W. Jeppson, Gary Z. Watters, Page 100, Example problem 4.6
Pipe Flow Expert File: Case_10_Water_Eight_Pipe_Network_With_Pumps_And_Local_Losses.pfe
Problem Description:
A network of 8 interconnected pipes delivers water from two reservoirs to outlet demands at various pipework junctions.
The network includes 2 pumps, two globe valves and a meter.
The network has two closed loops and one open loop.
Calculate the flow rate in each individual pipe.
Fluid Data: Water at 15° C (assumed).
Result Comparison:
Data Item |
Published data |
Pipe Flow Expert |
Q1 Flow rate (m³/s) |
0.103 |
0.1032 |
Q2 Flow rate (m³/s) |
0.014 |
0.0139 |
Q3 Flow rate (m³/s |
0.107 |
0.1068 |
Q4 Flow rate (m³/s |
0.078 |
0.0763 |
Q5 Flow rate (m³/s |
0.037 |
0.0371 |
Q6 Flow rate (m³/s |
0.043 |
0.0429 |
Q7 Flow rate (m³/s |
0.055 |
0.0568 |
Q8 Flow rate (m³/s) |
0.185 |
0.1832 |
Commentary:
The published data and the calculated results compare well.