The cross section through a concrete dam spillway, including a cut-off sheet pile wall and the completed flow net, is given (next page). (A) Report the exact number of flow lines, flow channels, equipotential lines, and pressure head drops through the permeable soil medium. (B) Compute the amount of flow under the dam spillway, per meter of dam, if the coefficient of permeability of the permeable soil medium is found to be 8.5 x 104 cm/sec. (Show all pertinent formulas and calculations.) (C) Determine how high the water level will rise if piezometers were to be placed at the left and right corners of the spillway base, as well as the other four points where an equipotential line “orthogonally" intersects the base. The labeling (or numbering) of these points is left to your discretion. 99
The cross section through a concrete dam spillway, including a cut-off sheet pile wall and the completed flow net, is given (next page). (A) Report the exact number of flow lines, flow channels, equipotential lines, and pressure head drops through the permeable soil medium. (B) Compute the amount of flow under the dam spillway, per meter of dam, if the coefficient of permeability of the permeable soil medium is found to be 8.5 x 104 cm/sec. (Show all pertinent formulas and calculations.) (C) Determine how high the water level will rise if piezometers were to be placed at the left and right corners of the spillway base, as well as the other four points where an equipotential line “orthogonally" intersects the base. The labeling (or numbering) of these points is left to your discretion. 99
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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