Q7/ Lake A losses feed Lake B. The distance between them is 3.5 km. Lake A has a water level of +1100 m and Lake B has a water level of +1060 m. K = 12.5 m/ day. Calculate the specific flow rate (q) for unit area ( .assume area=1) 3.5 Km h=hthe W.11060 m Datues pervious Sol pervious Sut total head 12 day total head

Q7/ Lake A losses feed Lake B. The distance between them is 3.5 km. Lake A has a water level of +1100 m and Lake B has a water level of +1060 m. K = 12.5 m/ day. Calculate the specific flow rate (q) for unit area ( .assume area=1) 3.5 Km h=hthe W.11060 m Datues pervious Sol pervious Sut total head 12 day total head

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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1. A turbine is installed between reservoirs A and B whose difference in elevation is 140m. The pipe connecting the reservoir has a diameter of 250mm and is 180m long. The volumetric flowrate is 180L/s. Is the Hazen-Williams Coefficient is 100, determine the head loss in the pipe, head extracted by the turbine, and power generated by the turbine if it has an efficiency of 90%.
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Q7/ Lake A losses feed Lake B. The distance between them is 3.5 km. Lake A has a water level of +1100 m and Lake B has a water level of +1060 m. K = 12.5 m/day. Calculate the specific flow rate (q) for unit area ( .assume area=1) 3.5 Km h=h₂-he W.L=1060 m W.L-1100 m Datum Impervious Soil pervious Soil h, total head Impervious Soil K12.5 m/day WI B h₂ total head
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