In: Civil Engineering
Assuming Green-Ampt infiltration and: porosity = 0.5; initial moisture content = 0.2; saturated hydraulic conductivity = 0.65 cm/hr; wetting front suction = 5.5 cm and rainfall from 0-1 hr = 0.6 cm.hr and 1-2 hr = 3 cm/hr.
a) Determine the time ponding first occurs in this storm.
b) Determine the depth of infiltration at depth of runoff generated in each 1 hr interval.
c) What is the depth of the wetting front at the end of the two hour storm?
Ans) Given,
Porosity (n) = 0.50
Initial moisture content (i) = 0.20
Saturated hydraulic conductivity (K)= 0.65 cm/hr
Wetting front suction () = 5.5 cm
Rainfall intensity (i1) = 0.6 cm/hr
i2 = 3 cm/hr
We know,
n = i +
where = increase in moisture content
= 0.50 - 0.20
= 0.30
Ans (a) We know, ponding time (tp) ,
tp = K / i (i - K)
i = i1 + i2 / 2
i = 1.8 cm/hr
Putting values,
tp = 0.65 x 5.5 x 0.30 / 1.8(1.8 - 0.65)
tp = 0.52 hr or 31 minutes
Ans (b) We know, infiltration depth F ,
F = K / (i - K)
F1 = 0.65 x 5.5 x 0.30 / (0.6 - 0.65)
F1 = 21.45 cm (negtive suction)
F2 = 0.65 x 5.5 x 0.30 / (3 - 0.65)
F2 = 0.45 cm
Ans (c) We know, depth of wetting front, L
L =
Putting values,
L =
L = 2.7 cm