k = 0.2 m/s b = 24.5 m h1 = 47.4 m h2 = 24.1 m x = 891.2 m length of aquifer is 1756.6 m 3. calculate total discharge in m7 day

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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attempt.php?attempt-1228508pige 13
318
-piezametvie
Surfpcs clineer)
clude
K mjday
Confined agufer
k = 0.2 m/s
b = 24.5 m
h1 = 47.4 m
h2 = 24.1 m
x = 891.2 m
length of aquifer is 1756.6 m
3.
calculate total discharge in m/ day
Select one:
O A. 9.16
O' B. 11068.55
O C. 225.03
O D. 19443007.52
Transcribed Image Text:attempt.php?attempt-1228508pige 13 318 -piezametvie Surfpcs clineer) clude K mjday Confined agufer k = 0.2 m/s b = 24.5 m h1 = 47.4 m h2 = 24.1 m x = 891.2 m length of aquifer is 1756.6 m 3. calculate total discharge in m/ day Select one: O A. 9.16 O' B. 11068.55 O C. 225.03 O D. 19443007.52
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