Station к L м C. D E F GH l0.2D A 0.6D 0.6D 0.8D ΣDΔW i=1 Distance Station from A (ft) Depth, D (ft) Velocity at various depths (ft/s) V at 0.2D V at 0.6D V at 0.8D A not measured not measured not measured 12 1.1 0.21 not measured not measured 25 2.6 not measured 0.35 0.25 D 39 3.5 not measured 0.53 0.36 48 3.2 not measured 0.63 0.47 60 3.1 not measured 0.94 0.58 80 3.9 not measured 2.71 0.62 н 95 4.2 not measured 3.52 0.73 112 3.3 not measured 2.33 0.92 131 2.9 not measured 1.14 0.58 K 154 2.1 not measured 0.48 0.26 171 1.4 0.34 not measured not measured M 190 not measured not measured not measured
Station к L м C. D E F GH l0.2D A 0.6D 0.6D 0.8D ΣDΔW i=1 Distance Station from A (ft) Depth, D (ft) Velocity at various depths (ft/s) V at 0.2D V at 0.6D V at 0.8D A not measured not measured not measured 12 1.1 0.21 not measured not measured 25 2.6 not measured 0.35 0.25 D 39 3.5 not measured 0.53 0.36 48 3.2 not measured 0.63 0.47 60 3.1 not measured 0.94 0.58 80 3.9 not measured 2.71 0.62 н 95 4.2 not measured 3.52 0.73 112 3.3 not measured 2.33 0.92 131 2.9 not measured 1.14 0.58 K 154 2.1 not measured 0.48 0.26 171 1.4 0.34 not measured not measured M 190 not measured not measured not measured
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Water Resources Engineering:
Given the stream section and the following measurements, calculate the total discharge and average velocity for the stream section.
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