A preliminary design of a reservoir is shown in Figure (5). The flownet is given below. It is required to: a) Calculate the flow rate. b) Calculate the porewater pressure at A & B. c) Calculate the factor of safety against downstream heave, given that the saturated unit weight of the silty sand layer is 17 kN/m³. Retaining wall Water 10 m 2 m Water 5 m 4 m. В 26 m. Silty sand keg =1 x 106 cm/s. Homogeneous, impervious clay Figure (5) Datum a d 6. 26 m 3 4 h 5 m scale Flownet Sketch

A preliminary design of a reservoir is shown in Figure (5). The flownet is given below. It is required to: a) Calculate the flow rate. b) Calculate the porewater pressure at A & B. c) Calculate the factor of safety against downstream heave, given that the saturated unit weight of the silty sand layer is 17 kN/m³. Retaining wall Water 10 m 2 m Water 5 m 4 m. В 26 m. Silty sand keg =1 x 106 cm/s. Homogeneous, impervious clay Figure (5) Datum a d 6. 26 m 3 4 h 5 m scale Flownet Sketch

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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