4.) A
Stratified
Soil deposit is shown in
Fig. 1 Along
with
the
coefficient of Permecbald
of the individual
Strata. Determine the ratio
average
of Real KH and kv. Assuming an
hydraulic graient of 0.3in both horizontal and
Vertical Supage, Fond
(;) Discharge value and discharge velocitis
in each layer
for hosizontal flow
and .
(1) Hydraulic gradient and loss in
head in each layer too vertical flow.
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sorry bro i cant
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