Civil Engineering - Water Supply Engineering - Discussion
Discussion Forum : Water Supply Engineering - Section 1 (Q.No. 38)
38.
The R.L. of ground water table on the sides of a valley is 1505 m whereas R.L. of the stream water is 1475 m. If 60° slope consists of pervious soil between R.L. 1485 m to 1500 m, the gravity spring may be expected at the point of reduced level
Discussion:
13 comments Page 1 of 2.
Mdpawar said:
10 years ago
How to calculate?
Hesan said:
9 years ago
Please calculate the question.
Ayush sharma said:
9 years ago
No calculation is required it. The solution is based on observation.
(1)
Amit kumar said:
8 years ago
How to calculate it?
Debashis said:
7 years ago
How to calculate? Please explain.
Raj said:
7 years ago
Please, anyone, explain it.
(1)
Ravi said:
7 years ago
It's given that slop is previous between 1485 m to 1500 m and it means the remaining area is impervious. Hence the answer is 1485 m.
(2)
Prachi said:
6 years ago
@Ravi.
Why it can't be 1500?
Why it can't be 1500?
Azaad said:
5 years ago
Water will be at the lowest level due to gravity. Hence 1485 is correct.
Engee said:
5 years ago
@Prachi.
The answer is 1485 because the pressure is maximum here.
The answer is 1485 because the pressure is maximum here.
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