Civil Engineering - Water Resources Engineering - Discussion
Discussion Forum : Water Resources Engineering - Section 2 (Q.No. 34)
34.
If total run off of a basin of 50 hectares is 0.8 cm, the ordinate of Bernard's distribution graph, may be calculated by the formula (where Q is the discharge in cumecs at the given time)
Discussion:
9 comments Page 1 of 1.
Niki said:
1 year ago
Q = cia
C = i/a = 50/8 = 6.25
Q = 6.25 * 50 * 0.8 = 250.
C = i/a = 50/8 = 6.25
Q = 6.25 * 50 * 0.8 = 250.
Abid said:
5 years ago
6.25 is coefficient.
Pathawnga said:
5 years ago
How 6.25 come? Please explain.
Shakir said:
6 years ago
Nice, Thanks all.
(1)
AKSHAY said:
7 years ago
Run off Q= CIA.
= 6.25*50*0.8.
C=I/A=50/8 = 250 8 because in metre,
= 250.
= 6.25*50*0.8.
C=I/A=50/8 = 250 8 because in metre,
= 250.
(1)
Itagi said:
7 years ago
Can anyone explain it? please.
(1)
Subha Annadurai said:
7 years ago
How come 6.25?
(1)
Sana said:
8 years ago
Runoff formula is Q=CiA.
=6.25*50*0.8 = 250.
=6.25*50*0.8 = 250.
(1)
D.Paul said:
8 years ago
Will anybody please give the explanation?
(1)
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