A 300-mm diameter test well penetrates 27 m below theWater is pumped atfor 24 hrs. Theobservation wells 35 m and 95 m from the test well wereofstaticliters per69twowatertable.aratesecondwaterlevelsatlowered by 1.10 m and 0.50 m, respectively.a. Compute theflowratein MLD(megaliters per day).b. Computeaquifer.c. Compute the transmissivity ofthecoefficientofpermeabilityofthethe aquifer.Usetheq InT =2π (h2-h1)formula

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A 300-mm diameter static test well penetrates 27 is pumped at liters per second for 24 hrs. The water m below the rate of levels at two water table. Water a 69 observation wells 35 m and 95 m from the test well were lowered by 1.10 m and 0.50 m, respectively. a. Compute the flow rate in MLD (megaliters per day). permeability b. Compute aquifer. the coefficient of of the c. Compute the transmissivity of q In the aquifer. Use the formula T = 2п (hz-h1)

A 300-mm diameter static test well penetrates 27 is pumped at liters per second for 24 hrs. The water m below the rate of levels at two water table. Water a 69 observation wells 35 m and 95 m from the test well were lowered by 1.10 m and 0.50 m, respectively. a. Compute the flow rate in MLD (megaliters per day). permeability b. Compute aquifer. the coefficient of of the c. Compute the transmissivity of q In the aquifer. Use the formula T = 2п (hz-h1)

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

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

A 300-mm diameter test well penetrates 27 m below the
Water is pumped at
for 24 hrs. The
observation wells 35 m and 95 m from the test well were
of
static
liters per
69
two
water
table.
a
rate
second
water
levels
at
lowered by 1.10 m and 0.50 m, respectively.
a. Compute the
flow
rate
in MLD
(megaliters per day).
b. Compute
aquifer.
c. Compute the transmissivity of
the
coefficient
of
permeability
of
the
the aquifer.
Use
the
q In
T =
2π (h2-h1)
formula

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