Question 31 A flownet is given below for flow under a concrete dam. The dam is 100 m long and has two 10 m sheet piles driven partially into the granular soil layer. The datum is at the surface of impervious bedrock, shown in the figure. The water level is H = 8 m above soil layer in the upstream and at the soil layer surface in the downstream. Calculate the uplift pressure at Point E under the dam. Unit: kPa 40 m Number of equipotential drops H: m 10 m 2 m sheet pile 10 m sheet pile 2 m 4. 11 B C D. 8.5 m (5.4) 6.4 6.9 (10.4) 7.4) 30 m (9.4) Datum C0.4 Impervious A F Scale: 0 10 m > E E.

Question 31 A flownet is given below for flow under a concrete dam. The dam is 100 m long and has two 10 m sheet piles driven partially into the granular soil layer. The datum is at the surface of impervious bedrock, shown in the figure. The water level is H = 8 m above soil layer in the upstream and at the soil layer surface in the downstream. Calculate the uplift pressure at Point E under the dam. Unit: kPa 40 m Number of equipotential drops H: m 10 m 2 m sheet pile 10 m sheet pile 2 m 4. 11 B C D. 8.5 m (5.4) 6.4 6.9 (10.4) 7.4) 30 m (9.4) Datum C0.4 Impervious A F Scale: 0 10 m > E E.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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