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Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 6 (Q.No. 15)
Soil Mechanics and Foundation Engineering
15.
The seepage exit gradient in a soil is the ratio of
total head to the length of seepage
flow line to slope
head upstream to that at downstream
head loss to the length of the seepage
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
2 comments Page 1 of 1.
Suprava said:   7 years ago
(I)exit = head lose/last length of seepage.
Piyush Singh said:   1 decade ago
EXIT GRADIENT (I) = (Head loss(H))/(Length of seepage(L)).
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