GATE CE 2026 Set 1 — Question 64

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NAT+2 / -0HardSurface Runoff ModelsHydrology & PrecipitationWater Resources EngineeringStormwater DrainageWastewater Quantity & SewerageEnvironmental Engineering

Environmental Engineering → Hydrology & Precipitation → Stormwater Drainage

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Question

The intensity-duration relationship for a rainfall on a rectangular plot ABCD of area 7 ha7\text{ ha} (1 ha=104 m21\text{ ha} = 10^4\text{ m}^2) can be modelled by the following equation:I=25(t+10)I = \frac{25}{(t + 10)}where II is rainfall intensity (in cm/h\text{cm/h}), and tt is the duration (in minutes) of rainfall. The average runoff coefficient over the area is 0.600.60. The time of entry (in minutes) to the outfall from the corners A, B, C, and D is 10,20,1510, 20, 15 and 2525, respectively.
The design flowrate (in m3/h\text{m}^3/\text{h}) of the storm-sewer at the outfall is _____ (in integer).
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Enter a number. Decimals, negative values and scientific notation are accepted.

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