CVE 341-Assignement 2_CHAPTER 8

CVE 341-Assignement 2_CHAPTER 8 - ν ( Answers Q 1 =Q 2...

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CV Q.1) Consider the three-reservoir 28-cm-diameter unfinished concr water at 20 ° C ( ρ =998kg/m 3 ). L 1 = 95 m L 2 = 125 m L 3 Z 1 = 25 m Z 2 = 115 m Z 3 (Answer Q 1 =0.65m 3 /s) Q.2) Consider the three-reservo resulting flow rate in each pipe fo 1 2 3 Q.3) A reservoir A with its su a 300mm diameter pipe, 1500 long, feeds reservoir B, in whi diameter pipe, 400 m long, fee Calculate the volume rate of f minor losses. American University of Sharjah Civil Engineering Department VE 341 – WATER RESOURCES ASSIGNMENT 2 ir system of Figure below with the following dat crete ( ε = 1 mm). Compute the steady flow rate in 3 = 160 m = 85 m oir system of Figure below with the following for water at 10 o C, neglecting the minor losses. (
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Unformatted text preview: ν ( Answers Q 1 =Q 2 =1.195m 3 /s urface 60 m above datum supplies water to a junc 0 m long. From the junction, a 250 mm diameter ich the surface level is 30 m above datum, while eds reservoir C in which the surface level is 15m flow to each reservoir. Take f=0.01 for each pip g 2 V D L f h 2 f = (Answer Pipe 1 P Length (m) 600 Diameter (m) 0.6 ε 1.0mm 1 Elevation (m) 40 ta: All pipes are in all pipes for g data: Find the ν =10-6 m 2 /s) /s, Q 3 =2.39m 3 /s) ction D through r pipe, 800 m le a 200 mm m above datum. pe and ignore s Q A =0.219m 3 /s) Pipe 2 Pipe 3 600 1000 0.6 1 1.0mm 1.0mm 40 10...
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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.

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