Question

hydrology homework fluid mechanics stream flow

For a watershed comprising of (8000) hectares in area, the rainfall
and runoff data are summarized below in the table. The maximum runoff rate was
recorded as 4.82 m
3/s at hour 9 on the second day. Compute;
a) 6-hr unit hydrograph,
b) 12-hr unit hydrograph,
c) A runoff hydrograph for the complex rain sequence as: 6-hr rainfall with rainfall
intensity of 2mm/hr, followed by 6-hr rainfall with rainfall intensity of 7mm/hr, and
the last 6-hr rainfall with rainfall intensity of 11 mm/hr, and
d) Determine the maximum runoff rate for the complex rain storm described in part c.

Rainfall
Data
Day Day-1 Day-2






Hour 20 21 22 23 24 1 2 3 4 5
Intensity
(mm/hr)
0.5 0.5 0.5 2.7 1.0 5.2 1.7 1.3 1.1 1.3


Runoff
Data
Day Day-1 Day-2







Hour 8 12 16 20 24 4 8 12 16 20 24
Intensity
(m
3/s)
0.56 0.61 0.61 0.59 0.66 3.35 4.75 4.25 2.40 1.25 1.10


Runoff
Data
Day Day-3 Day-4








Hour 4 8 12 16 20 24 4 8 12 16 20 24
Intensity
(m
3/s)
0.94 0.89 0.84 0.79 0.74 0.70 0.68 0.65 0.64 0.62 0.59 0.59

reg no= 4000


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