Q Put a Circle around the CORRECT Answer.1- If the secondary open drain collects water flow from 31 Tile Drains from each :and water flowrate of each Tile Drain, Qrile = 400 (m³/d). The flow rate of the Secondary Open Draits end Qopen equals:(a) 0.2 (m³/s)(b) 0.278 (m³/s)(c) 0.287 (m³/s)2- Given:* the longitudinal slope of bed level of open drain, So = 0.000225Manning's coefficient, n = 0.025 {(s/m(1/³)}** Hydraulic radius R = 0.35 (m)Flow velocity in open drain equals:(a) 0.4 (m/s)(b) 0.35 (m/s)(c) 0.3 (m/s)3- Given:*Flow rate in secondary open drain at its end is Qopen = 0.287 (m³/s).* Flow velocity in secondary open drain is v = 0.3 (m/s)*Depth of water in secondary open drain at its end y*Bed width of the drain at its end is B. (y = B)* Side slope of drain Z=1.5(a) y = 0.8 (m)(b) y = 0.75 (m)(c) y = 0.62 (m)OC

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Q Put a Circle around the CORRECT Answer. 1- If the secondary open drain collects water flow from 31 Tile Drains from each : and water flow rate of each Tile Drain, Qrile = 400 (m³/d). The flow rate of the Secondary Open Dra its end Qopen equals: (a) 0.2 (m³/s) (b) 0.278 (m³/s) (c) 0.287 (m³/s) 2- Given: * the longitudinal slope of bed level of open drain, So = 0.000225 * Manning's coefficient, n = 0.025 {(s/m(1/3)} * Hydraulic radius R = 0.35 (m) Flow velocity in open drain equals: (a) 0.4 (m/s) (b) 0.35 (m/s) (c) 0.3 (m/s) 3- Given: *Flow rate in secondary open drain at its end is Qopen = 0.287 (m³/s). * Flow velocity in secondary open drain is v=0.3 (m/s) * Depth of water in secondary open drain at its end y *Bed width of the drain at its end is B. (y = B) * Side slope of drain Z=1.5 (a) y = 0.8 (m) (b) y = 0.75 (m) (c) y =0.62 (m) OC

Q Put a Circle around the CORRECT Answer. 1- If the secondary open drain collects water flow from 31 Tile Drains from each : and water flow rate of each Tile Drain, Qrile = 400 (m³/d). The flow rate of the Secondary Open Dra its end Qopen equals: (a) 0.2 (m³/s) (b) 0.278 (m³/s) (c) 0.287 (m³/s) 2- Given: * the longitudinal slope of bed level of open drain, So = 0.000225 * Manning's coefficient, n = 0.025 {(s/m(1/3)} * Hydraulic radius R = 0.35 (m) Flow velocity in open drain equals: (a) 0.4 (m/s) (b) 0.35 (m/s) (c) 0.3 (m/s) 3- Given: Flow rate in secondary open drain at its end is Qopen = 0.287 (m³/s). Flow velocity in secondary open drain is v=0.3 (m/s) * Depth of water in secondary open drain at its end y Bed width of the drain at its end is B. (y = B) Side slope of drain Z=1.5 (a) y = 0.8 (m) (b) y = 0.75 (m) (c) y =0.62 (m) OC

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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