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
coefficient of permeability of soil
total head loss through the soil
neither (a) nor (b)
both (a) and (b).
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
13 comments Page 1 of 2.

Ravi choudhary said:   3 years ago
We know that;

Seepage,
Q=kH(Nf/Nd)

where,
k = coefficient of permeability of the soil
H = Total head loss through the soil
Nf = number of flow channels
Nd = number of equipotential drops.

Therefore, seepage quantity is proportional to both coefficients of permeability of the soil and total head loss through the soil.
(4)

Raja binkar said:   6 years ago
Q = kiA.
i = h/l.

Hence,
Q directly proportional to k.
Q directly proportional to h.
(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.

Meera said:   1 decade ago
V = KI.

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.


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