Three geological formations overlie one another with the characteristics shown in Figure above. A constant-velocity vertical flow tield exists across the three formations. The hydraulic head is hel= 8 mat the top of the formations and he2= 2 mat the bottom, use data in table below (Aquifer H (m) k (m/day 0.026 9. 0.0072 7. 0.0065 15 Calculate the average vertical hydraulic -1 ?(conductivity (m/day Calculate the velocity through the entire -2 ? (system (m/day Calculate the hydraulic head at point A-3 ? ((green point Kv= 0.026000 , V= 0.001655 , hA = A O 6.137931 Kv= 0.008549 , V= 0.001325 , hA = BO 9.741935 Kv= 0.007200 , V= 0.002220 , hA = .C O 6.258065 Kva 0.008549 , V = 0.001655 , hA =.D O 6.258065 Kv= 0.007200 , V= 0.001655 , hA = E O 9.741935
Three geological formations overlie one another with the characteristics shown in Figure above. A constant-velocity vertical flow tield exists across the three formations. The hydraulic head is hel= 8 mat the top of the formations and he2= 2 mat the bottom, use data in table below (Aquifer H (m) k (m/day 0.026 9. 0.0072 7. 0.0065 15 Calculate the average vertical hydraulic -1 ?(conductivity (m/day Calculate the velocity through the entire -2 ? (system (m/day Calculate the hydraulic head at point A-3 ? ((green point Kv= 0.026000 , V= 0.001655 , hA = A O 6.137931 Kv= 0.008549 , V= 0.001325 , hA = BO 9.741935 Kv= 0.007200 , V= 0.002220 , hA = .C O 6.258065 Kva 0.008549 , V = 0.001655 , hA =.D O 6.258065 Kv= 0.007200 , V= 0.001655 , hA = E O 9.741935
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Oround utace
he1
H1
K1
Fist Aguter
H2
Second Aquter
K2
Thed Auter
H3
he2

Transcribed Image Text:Three geological formations overlie one
another with the characteristics shown in
Figure above. A constant-velocity vertical flow
field exists across the three formations. The
hydraulic head is het= 8 mat the top of the
formations and he2= 2 mat the bottom. use
data in table below
(Aquifer H (m)
k (m/day
0.026
6.
0.0072
7.
0.0065
15
Caiculate the average vertical hydraulic -1
?(conductivity (m/day
Calculate the velocity through the entire -2
? (system (m/day
Calculate the hydraulic head at point A-3
? ((green point
Kv= 0.026000 , V = 0.001655 , hA = A O
6.137931
Kv= 0.008549 , V= 0.001325 , hA = B O
9.741935
Kv= 0.007200 , V= 0.002220 , hA = .C O
6.258065
Kv= 0.008549 , V = 0.001655 , hA = D O
6.258065
Kv= 0.007200 ,V= 0.001655 , hA = E O
9.741935
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