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Unformatted text preview: 0.018 for all pipes and carry out maximum thr AB BC CD DE EF AF B 600 600 200 600 600 200 20 250 150 100 150 150 200 10 60 l/s 40l/s B C op 1 Loop 2 E D 30 l/s 50 l/s ( Answer Q B-C low, where the in the same l/s, AD=50 l/s, wer Q A-D =-52.3) low, where the 0 l/s, BE=10 l/s, ree iterations . E 00 00 C =44l/s) Q.3) For the piping system shown in Figure below, determine the flow distribution and piezometric heads at the junctions. Assume that losses are proportional to Q 2 and Q 1 =319 l/s. (Answers Q 7 =-0.035m 3 /s & H D =30.8m)...
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This note was uploaded on 12/11/2011 for the course ECON 201 taught by Professor Ninkovic during the Spring '08 term at Emory.
- Spring '08