For a catchment, the s-curve due to a rainfall intensity 1cm/h is given by Q = 3-(2+t) t-2 where t is in hour, Q in m3/s. At t = 1 hour, ordinate of instantaneous unit hydrograph will be

1
5 m3/s
2
50 m3/s
3
3 m3/s
4
500 m3/s

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