(a) Compute the runoff from a 2000 ha watershed due to 15 cm rainfall in a day. The watershed has 35% group B soil, 40% group C soil and 25% group D soil. The land use is 80% residential that is 65% impervious and 20% paved roads. Assume AMC II conditions. (b) If the land were pasture land in poor condition prior to the development, what would have been the runoff volume under the same rainfall? What is the percentage increase in runoff volume due to urbanization? [Note: Use standard SCS-CN equations.]

Structural Analysis
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Chapter2: Loads On Structures
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(a) Compute the runoff from a 2000 ha watershed due to 15 cm rainfall in a day. The
watershed has 35% group B soil, 40% group C soil and 25% group D soil. The land
use is 80% residential that is 65% impervious and 20% paved roads. Assume AMC
II conditions.
(7)
(b) If the land were pasture land in poor condition prior to the development, what
would have been the runoff volume under the same rainfall? What is the percentage
increase in runoff volume due to urbanization?
[Note: Use standard SCS-CN equations.]
Transcribed Image Text:(a) Compute the runoff from a 2000 ha watershed due to 15 cm rainfall in a day. The watershed has 35% group B soil, 40% group C soil and 25% group D soil. The land use is 80% residential that is 65% impervious and 20% paved roads. Assume AMC II conditions. (7) (b) If the land were pasture land in poor condition prior to the development, what would have been the runoff volume under the same rainfall? What is the percentage increase in runoff volume due to urbanization? [Note: Use standard SCS-CN equations.]
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