Civil Engineering - Water Resources Engineering - Discussion
Discussion Forum : Water Resources Engineering - Section 1 (Q.No. 13)
13.
According to Robert E. Horton, the equation of infiltration capacity curve, is (where letters carry their usual meanings)
Discussion:
12 comments Page 1 of 2.
Saqib said:
6 years ago
fp = fc + (fo - fc)e-kt.
where fp = the infiltration capacity (depth/time) at some time t.
k = a constant representing the rate of decrease in f capacity,
fc = a final or equilibrium capacity,
f0 = the initial infiltration capacity.
where fp = the infiltration capacity (depth/time) at some time t.
k = a constant representing the rate of decrease in f capacity,
fc = a final or equilibrium capacity,
f0 = the initial infiltration capacity.
(1)
Silver Heaven said:
8 years ago
The correct answer is A.
f = infiltration capacity.
fc = value of infiltration after it reach a constant value.
fo = infiltration capacity at the start.
k = constant.
t= time from beginning of rainfall.
f = infiltration capacity.
fc = value of infiltration after it reach a constant value.
fo = infiltration capacity at the start.
k = constant.
t= time from beginning of rainfall.
SRILATHA KASTURI said:
8 years ago
The correct answer is A not C.
Mallikarjun shabad said:
7 years ago
C only correct but it should be f(t)=fc + (fo - fc) e-kt.
Bhagwat said:
7 years ago
The Correct answer is A.
Teba said:
7 years ago
Yes, I agree @Mallikarjun.
Vinod said:
7 years ago
Yes, right @Malikarjun.
Rahul said:
7 years ago
According to me, B is the correct answer.
Sudhakar said:
6 years ago
I think A is the correct answer.
Ramyahegde said:
6 years ago
It is F = fc+(fo-fc)e^-kt.
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