PROBLEM A canal and a river run parallel an average of 1500 m apart. The elevation of the water surface in the canal is 45 m and in the river is 35 m. A stratum of sand intersects both river and the canal below their water levels. If the sand is 2 m thick and is sandwiched between strata of impervious clay. a. Compute the seepage loss from the canal per meter width if the permeability of the sand is 2 x 10-3 cm/sec. b. b. If the specific gravity of the sand is 2.67 and its dry unit weight is 19.62 kNTm3, what is the interstitial velocity?
PROBLEM A canal and a river run parallel an average of 1500 m apart. The elevation of the water surface in the canal is 45 m and in the river is 35 m. A stratum of sand intersects both river and the canal below their water levels. If the sand is 2 m thick and is sandwiched between strata of impervious clay. a. Compute the seepage loss from the canal per meter width if the permeability of the sand is 2 x 10-3 cm/sec. b. b. If the specific gravity of the sand is 2.67 and its dry unit weight is 19.62 kNTm3, what is the interstitial velocity?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:SAMPLE PROBLEM
A canal and a river run parallel an average of 1500 m apart. The elevation
of the water surface in the canal is 45 m and in the river is 35 m. A
stratum of sand intersects both river and the canal below their water
levels. If the sand is 2 m thick and is sandwiched between strata of
impervious clay.
a. Compute the seepage loss from the canal per meter width if the
permeability of the sand is 2 x 10-3 cm/sec.
b. b. If the specific gravity of the sand is 2.67 and its dry unit weight is
19.62 kNTm3, what is the interstitial velocity?
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