A confined aquifer is shown in the figure. The aquifer has a hydraulic conductivity of m/day piezometric heads wells 1,350 m apart are 65 m and 60 m from a 40 and porosity of 0.25. The a in the two observation Recharge datum. The aquifer has common an average El. 65 width of 4 km. El. 60 3 а. Compute the rate of flow of water in m³ /day. Aquifer 25 m b. Compute the seepage velocity in m/hr . 1,350 m Compute the time of travel in days from the head of the aquifer to c. a point 4 km downstream.
A confined aquifer is shown in the figure. The aquifer has a hydraulic conductivity of m/day piezometric heads wells 1,350 m apart are 65 m and 60 m from a 40 and porosity of 0.25. The a in the two observation Recharge datum. The aquifer has common an average El. 65 width of 4 km. El. 60 3 а. Compute the rate of flow of water in m³ /day. Aquifer 25 m b. Compute the seepage velocity in m/hr . 1,350 m Compute the time of travel in days from the head of the aquifer to c. a point 4 km downstream.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A confined aquifer is shown in the figure.
The aquifer has a hydraulic conductivity of
m/day
piezometric heads
wells 1,350 m apart are 65 m and 60 m from a
40
and
a
porosity
of
0.25.
The
in
the
two
observation
Recharge
datum.
The
aquifer has
common
an
average
El. 65
width of 4 km.
El. 60 목
the
flow
in
Compute
т3/day.
а.
rate
of
of
water
Aquifer
25 m
b.
Compute the seepage velocity in m/hr .
1,350 m
Compute the time of travel in days from
the head of the aquifer to a point 4 km
с.
downstream.
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