River Excavation Plan 1.2 Slope1 2 m Excavation Silt 21 m- Cross section a-a. 8 m Not to scale
River Excavation Plan 1.2 Slope1 2 m Excavation Silt 21 m- Cross section a-a. 8 m Not to scale
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An excavation is proposed for a square area near the bend of a river, as shown in Figure P6.9. It is expected that the flow of water into the excavation will come through the silt layer. Pumping tests reveal an average horizontal hydraulic conductivity of 2 × 10-5 cm/s in the silt layer. The excavation has to be kept dry. Determine the flow (qt) into the excavation.
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