Over a three-month period of time, a drainage basin in Sohar area is expected to receive 0.25 m of rain with an expected evapotranspiration estimated at 90 mm and the lost to ground water storage of 10 mm by infiltration process. There is a reducing in the storage of the watershed of 30000 m3. i) Define the physical processes of the hydrological cycle in this watershed using sketch. ii) What is the expected rate of runoff at the outlet point if the catchment area is 1000 hectares. iii) Calculate the runoff coefficient in this watershed and find the soil type.

Over a three-month period of time, a drainage basin in Sohar area is expected to receive 0.25 m of rain with an expected evapotranspiration estimated at 90 mm and the lost to ground water storage of 10 mm by infiltration process. There is a reducing in the storage of the watershed of 30000 m3. i) Define the physical processes of the hydrological cycle in this watershed using sketch. ii) What is the expected rate of runoff at the outlet point if the catchment area is 1000 hectares. iii) Calculate the runoff coefficient in this watershed and find the soil type.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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