(a) Compare between physical hydrology and Engineering Hydrology. (b) Define the following terms using sketches if possible. (i) Flood Peaks (ii) Groundwater flow (iii) Water balance (iv) Condensation (c) In a given day with an area of 200 km2 received 2 cm of precipitation. The average rate of flow measured in a river draining the catchment was 18 m3/sec. i) Estimate the amount of losses from) evaporation, transpiration, and infiltration that .(occurred on that day (in m .ii) Calculate the runoff coefficient)

(a) Compare between physical hydrology and Engineering Hydrology. (b) Define the following terms using sketches if possible. (i) Flood Peaks (ii) Groundwater flow (iii) Water balance (iv) Condensation (c) In a given day with an area of 200 km2 received 2 cm of precipitation. The average rate of flow measured in a river draining the catchment was 18 m3/sec. i) Estimate the amount of losses from) evaporation, transpiration, and infiltration that .(occurred on that day (in m .ii) Calculate the runoff coefficient)

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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