A river is located in an area where its route parallels that of a nearby canal. The elevation of the water surface in the river is +375 ft . In the canal, the water surface is at elevation +375 ft . A stratum of coarse-grained soil 10 ft thick is sandwiched between relatively impermeable fine-grained soils, and extends between the canal and the river. The distance between the river and the canal is 500 ft, and the coefficient of permeability of the buried coarse stratum is 0.01 ft per hour. (a) Make a sketch of the described conditions. (b) Calculate the seepage loss from canal to river, in gallons per day per mile of river canal length.
A river is located in an area where its route parallels that of a nearby canal. The elevation of the water surface in the river is +375 ft . In the canal, the water surface is at elevation +375 ft . A stratum of coarse-grained soil 10 ft thick is sandwiched between relatively impermeable fine-grained soils, and extends between the canal and the river. The distance between the river and the canal is 500 ft, and the coefficient of permeability of the buried coarse stratum is 0.01 ft per hour. (a) Make a sketch of the described conditions. (b) Calculate the seepage loss from canal to river, in gallons per day per mile of river canal length.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A river is located in an area where its route parallels that of a nearby canal. The elevation of the water surface in the river is +375 ft . In the canal, the water surface is at elevation +375 ft . A stratum of coarse-grained soil 10 ft thick is sandwiched between relatively impermeable fine-grained soils, and extends between the canal and the river. The distance between the river and the canal is 500 ft, and the coefficient of permeability of the buried coarse stratum is 0.01 ft per hour.
(a) Make a sketch of the described conditions.
(b) Calculate the seepage loss from canal to river, in gallons per day per mile of river canal length.
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