Use 10 kN/m3 for unit weight of water. For a concrete structure that retains water, a flow net is sketched as shown in Figure H8-3. Noting the marked location of the Datum, answer the following: Mark on the figure all boundary Also mark the type of each boundary.Calculate the uplift pressures at points A, B, C, D, E, and F.Calculate the factor of safety againstThe seepage loss (q) per day per meter length of the (i.e. q in m3/day/m) if the permeability of the soil is k = 10-4 m/sec. GroundsurfaceDATUMImperviousboundaryHead WaterT18.8CAN128 CAMERA12.8105Scale(Length in meters)Tail WaterA/=4.2XXXXXXGroundsurface

Number of flow channel, Nf= 3 Number of potential drop, Nd= 14 Total head,H = 12.8 m Permeability…

Answered: Ground surface DATUM Impervious…

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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Use 10 kN/m3 for unit weight of water.

For a concrete structure that retains water, a flow net is sketched as shown in Figure H8-3. Noting the marked location of the Datum, answer the following:

Mark on the figure all boundary Also mark the type of each boundary.
Calculate the uplift pressures at points A, B, C, D, E, and F.
Calculate the factor of safety against
The seepage loss (q) per day per meter length of the (i.e. q in m³/day/m) if the permeability of the soil is k = 10^-4 m/sec.

Ground
surface
DATUM
Impervious
boundary
Head Water
T
18.8
CAN
128 CAMERA
12.8
10
5
Scale
(Length in meters)
Tail Water
A/=4.2
XXXXXX
Ground
surface

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