Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 1 (Q.No. 8)
8.
The quantity of seepage of water through soils is proportional to
Discussion:
13 comments Page 1 of 2.
Gagan garg said:
1 decade ago
Q = K*H*NF/ND.
NF = NO OF FLOW LINES.
ND = NO OF POTENTIAL DROP.
K = PERMEABILITY OF SOIL.
H = HEAD LOSS.
NF = NO OF FLOW LINES.
ND = NO OF POTENTIAL DROP.
K = PERMEABILITY OF SOIL.
H = HEAD LOSS.
Meera said:
1 decade ago
V = KI.
K = Permeability of soil.
I = dh/dz = Potential gradient.
V = Velocity.
K = Permeability of soil.
I = dh/dz = Potential gradient.
V = Velocity.
Maveen kumar said:
10 years ago
Total head loss means (pressure, velocity, datum head) but in so in mechanics we are not considering velocity head than how it is true? Answer please.
Divya said:
10 years ago
@Maveen kumar. Since the velocity of water in soil is very less, we usually neglect velocity head in soil engineering problems.
Sandeep said:
8 years ago
I think the answer will be C.
Vinod kattimani said:
8 years ago
Option D is correct we are neglect velocity in problems only.
Rahul said:
7 years ago
C is correct I think.
Tapan said:
7 years ago
Option D is the right answer. I agree.
Sumit said:
7 years ago
Q = KiA.
i = (h1-h2)/L.
i = (h1-h2)/L.
Karthikbs said:
6 years ago
The difference in the head only helps for the rate of seepage, So, A is correct, but how is it D?
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