Consider a 12-inch diameter steel pipe (k; = E = 1.5 x 10* ft) which has water flowing under pressure betweensection 1 and section 2. The length between the two sections is 2500 feet. The elevation of section 1 is z1 = 75feet and the elevation of section 2 is z2 = 200 feet. The temperature of the water is 60°F. The flow is 2000gallons per minute (gpm). The pressure head at section 1 is yı = 225 feet.Determine:a) the flow Q in cubic feet per second (cfs)b) the cross-sectional area A of the flow (ft?)c) the velocity v of the flow in feet per second (fps)d) the total energy Hi in the water at section 1 in feete) the Reynolds numberf) the Darcy-Weisbach friction factor f using k; = 1.5 x 10+ ft for steel pipe8) the pipe constant Kpipe for friction head loss using the Darcy-Weisbach equation with flow Q in cfs andpipe diameter D in feet.h) the head loss due to friction in feet between section 1 and section 2 using the Darcy-Weisbachequation with k; = 1.5 x 104 fti) the pressure head y2 at section 2 in feeti) the pressure p2 at section 2 in pounds per square-inch gage (psig)k) the pipe constant Kpipe for friction head loss using the Hazen-Williams equation with a roughnesscoefficient C = 125, flow Q in cfs, and pipe diameter D in feet.I) the head loss due to friction in feet between section 1 and section 2 using the Hazen-Williams equationwith C = 125

Consider a 12-inch diameter steel pipe (ks = E = 1.5 x 10* ft) which has water flowing under pressure between section 1 and section 2. The length between the two sections is 2500 feet. The elevation of section 1 is zı = 75 feet and the elevation of section 2 is z2 = 200 feet. The temperature of the water is 60°F. The flow is 2000 gallons per minute (gpm). The pressure head at section 1 is yı = 225 feet. Determine: a) the flow Q in cubic feet per second (cfs) b) the cross-sectional area A of the flow (ft?) c) the velocity v of the flow in feet per second (fps) d) the total energy Hi in the water at section 1 in feet e) the Reynolds number f) the Darcy-Weisbach friction factor f using k; = 1.5 x 10* ft for steel pipe g) the pipe constant Koje for friction head loss using the Darcy-Weisbach equation with flow Q in cfs and

Consider a 12-inch diameter steel pipe (ks = E = 1.5 x 10* ft) which has water flowing under pressure between section 1 and section 2. The length between the two sections is 2500 feet. The elevation of section 1 is zı = 75 feet and the elevation of section 2 is z2 = 200 feet. The temperature of the water is 60°F. The flow is 2000 gallons per minute (gpm). The pressure head at section 1 is yı = 225 feet. Determine: a) the flow Q in cubic feet per second (cfs) b) the cross-sectional area A of the flow (ft?) c) the velocity v of the flow in feet per second (fps) d) the total energy Hi in the water at section 1 in feet e) the Reynolds number f) the Darcy-Weisbach friction factor f using k; = 1.5 x 10* ft for steel pipe g) the pipe constant Koje for friction head loss using the Darcy-Weisbach equation with flow Q in cfs and

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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