q; = AKegi = 2 × (4.5 × 10¯/100) × 0.09 = 0.81 × 10m'/sEXERCISESTheoryFigure P6.2 on page 128. Take the water level at exit asdatum. (Hint: You need to convert the pressure 10 kPato head.)6.1 A pump test is carried out to determine the hydraulicconductivity of a confined aquifer, as shown in FigureP6.1 on page 128. Show that the equation for k is6.3 The groundwater level in a soil layer 10 m thick is locatedat 3 m below the surface. (a) Plot the distribution ofhydrostatic pressure with depth. (b) If the groundwaterwere to rise to the surface, plot on the same graphas (a), using a different line type, the distribution ofhydrostatic pressure with depth. (c) Repeat (b), but thegroundwater is now 2 m above the ground surface (floodcondition). Interpret and discuss these plots with respectto the effects of fluctuating groundwater levels.q In (r¡/r2)k =2iH(h – hz)-Problem Solving6.2 Determine the pressure head, elevation head, and totalhead at A, B, and C for the arrangement shown in

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Theory 6.1 A pump test is carried out to determine the hydraulic conductivity of a confined aquifer, as shown in Figure P6.1 on page 128. Show that the equation for k is q In (r/r2) k = 2nH(h, – h2)

Theory 6.1 A pump test is carried out to determine the hydraulic conductivity of a confined aquifer, as shown in Figure P6.1 on page 128. Show that the equation for k is q In (r/r2) k = 2nH(h, – h2)

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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Concept explainers

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

q; = AKegi = 2 × (4.5 × 10¯/100) × 0.09 = 0.81 × 10
m'/s
EXERCISES
Theory
Figure P6.2 on page 128. Take the water level at exit as
datum. (Hint: You need to convert the pressure 10 kPa
to head.)
6.1 A pump test is carried out to determine the hydraulic
conductivity of a confined aquifer, as shown in Figure
P6.1 on page 128. Show that the equation for k is
6.3 The groundwater level in a soil layer 10 m thick is located
at 3 m below the surface. (a) Plot the distribution of
hydrostatic pressure with depth. (b) If the groundwater
were to rise to the surface, plot on the same graph
as (a), using a different line type, the distribution of
hydrostatic pressure with depth. (c) Repeat (b), but the
groundwater is now 2 m above the ground surface (flood
condition). Interpret and discuss these plots with respect
to the effects of fluctuating groundwater levels.
q In (r¡/r2)
k =
2iH(h – hz)
-
Problem Solving
6.2 Determine the pressure head, elevation head, and total
head at A, B, and C for the arrangement shown in

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