Irrigation Engineering
The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be

20 m3/sec
30 m3/sec
35 m3/sec
25 m3/sec

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Irrigation Engineering
As per Lacey’s theory, the silt factor is

inversely proportional to average par¬ticle size
not related to average particle size
directly proportional to average par¬ticle size
directly proportional to square root of average particle size

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