Discussion :: Water Resources Engineering - Section 1 (Q.No.13)
|Silver Heaven said: (Aug 25, 2017)|
|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.
|Srilatha Kasturi said: (Dec 12, 2017)|
|The correct answer is A not C.|
|Mallikarjun Shabad said: (Jan 20, 2018)|
|C only correct but it should be f(t)=fc + (fo - fc) e-kt.|
|Bhagwat said: (May 5, 2018)|
|The Correct answer is A.|
|Teba said: (May 11, 2018)|
|Yes, I agree @Mallikarjun.|
|Vinod said: (Sep 9, 2018)|
|Yes, right @Malikarjun.|
|Rahul said: (Sep 20, 2018)|
|According to me, B is the correct answer.|
|Sudhakar said: (Feb 24, 2019)|
|I think A is the correct answer.|
|Ramyahegde said: (Mar 19, 2019)|
|It is F = fc+(fo-fc)e^-kt.|
|Manu said: (Jul 30, 2019)|
|f(t) = f(c)+(f0-fc)*e^(-kt) is the correct Horton equation.|
|Saqib said: (Sep 22, 2019)|
|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.
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