# Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

### Discussion :: Soil Mechanics and Foundation Engineering - Section 1 (Q.No.14)

14.

A flow line makes angles θ1 and θ2 with the normal to the interface of the soils having permeabilities k1, k2 before and after deflection. According to the law of deflection of the flow lines at the interface of the dissimilar soils

 [A]. [B]. [C]. [D].

Explanation:

No answer description available for this question.

 Anshul said: (Jun 10, 2014) Please explain it how the formula comes?

 S.Vimalraj said: (Aug 14, 2014) Please explain it how the formula comes?

 Snehal said: (Feb 27, 2016) It is came from q = kiH. H being distance bet flow line i = delta h/l l distance between equipotential line. This is a case when two equipotential lines crosses two flow lines at the intercept of soil layer. By using trigonometry you can solve it.

 R@Ghv said: (Sep 2, 2016) Explain, how it comes?

 Arun Kumar Das said: (Nov 23, 2018) Please Explain it.

 Vishal said: (Jun 21, 2019) Can anyone explain about the law of deflection?

 Mayur said: (Feb 8, 2020) FLOW THROUGH NON HOMOGENOUS MEDIUM Flow lines get deflected at the interface of two dissimilar soils when it passes from one soil to another soil. At that time we have a relation: "K is directly proportional to tan(teta)"