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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 K=12.5 m/day WI B h 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=h₂-he W.L=1060 m W.L=1100 m Datum Impervious Soil pervious Soil h, total head Impervious Soil K=12.5 m/day WI B h total head

Structural Analysis
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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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
Transcribed Image Text: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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