(a) A flood drainage channel has to be designed to carry runoff from 200 km² area. If the flow per squarekilometer is 0.5 m³/s/km², determine the flood drainage channel size using (i) the permissible velocitymethod, and (ii) tractive force method. The material size is 2 mm and S,=0.00002. Provide sufficientjustification for assumptions and/or judgement used in your procedure. State clearly the design steps usedin the design process.(b) The reservoir level upstream of a 30-m-wide spillway for a flow of 800 m³/s is at El. 250 m anddownstream river level channel for this design flow is at El. 150 m. If the stilling basin width is the sameas that of the spillway, compute the floor level of the stilling basin so that the jump is formed in the basin.Assume the losses in the spillway are negligible. What would be the basin invert level if one can use anend sill or one row of baffle blocks and an end sill?(c) A mountain creek with a flow rate of 100 ft/s passes through an eight-ft diameter circular culvert laidat a bottom slope of 1 ft./mile. Determine the critical depth of flow in the culvert.in onOCchannel

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(a) A flood drainage channel has to be designed to carry runoff from 200 km² area. If the flow per square kilometer is 0.5 m³/s/km², determine the flood drainage channel size using (i) the permissible velocity method, and (ii) tractive force method. The material size is 2 mm and So=0.00002. Provide sufficien justification for assumptions and/or judgement used in your procedure. State clearly the design steps usec in the design process. om of a 30-m-wide spillway for a flow of 800 m³/s is at El. 250 m and

(a) A flood drainage channel has to be designed to carry runoff from 200 km² area. If the flow per square kilometer is 0.5 m³/s/km², determine the flood drainage channel size using (i) the permissible velocity method, and (ii) tractive force method. The material size is 2 mm and So=0.00002. Provide sufficien justification for assumptions and/or judgement used in your procedure. State clearly the design steps usec in the design process. om of a 30-m-wide spillway for a flow of 800 m³/s is at El. 250 m and

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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