PROBLEMS 2.2.1 A reservoit has the foliowing inflows and outflows (in cubic meters) for the first three months of the year. If the storage at the beginning of January is 60 m'. determine the storage at the end of March. Month Jan Feb Mar Inflow 4 6 9 Outlow 8 5 2.2.2 Compute the constant draft from a 500-hectare reservoir for a 30-day period during which the reservoir level dropped half a meter despite an average upstream inflow of 200,000 m'/day. During the period, the total seepage loss was 2 cm, the total precipitation was 10.5 cm, and the total evaporation was 8.5 cm. (1 hectare = 10 m²). 2.2.3 Solve Prob. 2.2.2 if the reservoir area is 1200 acres, the drop in level 2 ft, the inflow 25 ft'/s, the seepage loss I in, the precipitation 4 in and the evaporation 3 in (1 acre = 43,560 ft).

PROBLEMS 2.2.1 A reservoit has the foliowing inflows and outflows (in cubic meters) for the first three months of the year. If the storage at the beginning of January is 60 m'. determine the storage at the end of March. Month Jan Feb Mar Inflow 4 6 9 Outlow 8 5 2.2.2 Compute the constant draft from a 500-hectare reservoir for a 30-day period during which the reservoir level dropped half a meter despite an average upstream inflow of 200,000 m'/day. During the period, the total seepage loss was 2 cm, the total precipitation was 10.5 cm, and the total evaporation was 8.5 cm. (1 hectare = 10 m²). 2.2.3 Solve Prob. 2.2.2 if the reservoir area is 1200 acres, the drop in level 2 ft, the inflow 25 ft'/s, the seepage loss I in, the precipitation 4 in and the evaporation 3 in (1 acre = 43,560 ft).

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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