GW Engineering EXAM I FALL 2010 PROBLEM #3 - 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 €\e# Efrn \30 5 of 8 I<EY 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? ?'6-T [o eo*+ = Q = K , fr * 1.t" tdht K= _! 1^ eV |,il -'. affi-L'. g I 7,1 ,0,3^ , l,gxlb-' ? x lD-tr$ 5 i= l -2- 4 zJx lo m5 @' T-.:1,,\,z,kl l'5 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 ^= f"i# l3o9;6,Cve,^=@ 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? r-\ Il,Z,n* dr6] + OrSr1n\*- S,*t ) SL* 4CI'.,: 51ov,^3 \f\4Ltlv.,''vrw--'J \ 6 of 8