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GW Engineering EXAM I FALL 2010
PROBLEM #3
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25
NAME
points USE UNITS of METERS SECONDS and GRAMS
walls to the bottom
A 40 meter long by 36 meter wide man-made pond has impermeable steel
of the silt and ctay lining as illustrated in the cross-sectional view below.
The system is at a steadY state.
The regional water table is 23 meters below the pond surface'
WORK
ANSWER THE QUESTIONS ON THE FOLLOWING PAGE, SHOW YOUR
Pond water leveX is 1308 metenE
abovesea Jevel
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GW Engineering EXAM I FALL 2010
pRovtDE GALCULATIONS AND ANSWERS TO PROBLEM 3 HERE
USE UNITS of METERS SECONDS and GRAMS
3a) What is the
volumetric discharge from the base of the pond?
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Q = K , fr * 1.t" tdht
K= _! 1^
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g
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x lD-tr$
5
i=
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A= 4o*.*3&rn*h*&nne
ch day?
een the silt and clay?
f^;*f mft?"tilh""o at the "olE
V=\tagr= J,Ix\o-"3 L'b1 =1,31 x rD-t€
3c) using sea revet
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3d) What is the pressure at the same location thilt you calculated head for ir
hp
: hr *he = lSrlT.tt,rn *[,*t,5-
3e) lf we pumped the pond out and then allowed the silt and clay to drain completely, how
much water would drain from the silt and clay?
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Il,Z,n* dr6] +
OrSr1n\*- S,*t )
SL* 4CI'.,: 51ov,^3
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