2. Four reservoirs connection is shown below. Determine the discharges in each pipeusing Manning's Equation withn = 0.012. Draw the final hydraulic gradient line(HGL).PipeAXLength of pipe (m)1500Diameter of pipe (m)0.300.25BX800XY4000.305001600CY0.20DY0.20WS ELEV. = 300 mWS ELEV. = 150 mWS ELEV. = 100 mELEV. = 75 mWS

Manning Equation: One normal utilization of the condition is to register the full line limit with…

2. Four reservoirs connection is shown below. Determine the discharges in each pipe using Manning's Equation with n = 0.012. Draw the (HGL). final hydraulic gradient line Pipe АХ Length of pipe (m) 1500 Diameter of pipe (m) 0.30 BX 800 0.25 XY 400 0.30 CY 500 0.20 DY 1600 0.20 wwS ELEV. = 300 m A ZWS ELEV. = 150 m WS ELEV. = 100 m B ELEV. = 75 mV ws Y

2. Four reservoirs connection is shown below. Determine the discharges in each pipe using Manning's Equation with n = 0.012. Draw the (HGL). final hydraulic gradient line Pipe АХ Length of pipe (m) 1500 Diameter of pipe (m) 0.30 BX 800 0.25 XY 400 0.30 CY 500 0.20 DY 1600 0.20 wwS ELEV. = 300 m A ZWS ELEV. = 150 m WS ELEV. = 100 m B ELEV. = 75 mV ws Y

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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