For the flow net shown below, the soil saturated unit weight is 20 kN/m3, water unit weight is 10 kN/m³, calculate: (k = 1.4 x 10:5m/s, Hupstream=8.6) (2) Nd=? difference (H)=? (m) Nf=? (3) Head (1) if the datum at the ground surface, the (4) total head (ht)=? (m) the quantity of seepage under the (5) dam=? (m³/s per m) the pressure head (hp) at point A=? (m) (6) the pressure head (hp) at point B=? (m) (7) ?=the exit hydraulic gradient (ie) (8) the factor of safety against the boiling (9) ?=(F.S)

For the flow net shown below, the soil saturated unit weight is 20 kN/m3, water unit weight is 10 kN/m³, calculate: (k = 1.4 x 10:5m/s, Hupstream=8.6) (2) Nd=? difference (H)=? (m) Nf=? (3) Head (1) if the datum at the ground surface, the (4) total head (ht)=? (m) the quantity of seepage under the (5) dam=? (m³/s per m) the pressure head (hp) at point A=? (m) (6) the pressure head (hp) at point B=? (m) (7) ?=the exit hydraulic gradient (ie) (8) the factor of safety against the boiling (9) ?=(F.S)

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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