Q (5-1)/ Water flows uniformly in an earth rectangular cross section open)UNIWEKAchannel. Data available are:Bed width of the channel B= 200 (m), longitudinal slope of bed level of VIDthe channel S, 0.0002, n=0.025 {s/m(1/3)} and water flow rate Q=800(m³/s).mino I valo(dmom uw toCalculate values of the followings:Water flow depth y in the channel.Water flow velocity v in the channel.ANSWER/y = 22 (m) and v= 3.96 (m/s).MOITUJORvel) oni 101 (S-2).oaldeT mort(m) 2.1 S

B = 200 m So = 0.0002n = 0.025 Q = 800 m3/s

Q (5-1)/ Water flows uniformly in an earth rectangular cross section open BMW channel, Data available are: Bed width of the channel B= 200 (m), longitudinal slope of bed level of VID the channel S,= 0.0002, n=0.025 (s/m(13)) and water flow rate Q=800 mho I val (m³/s). (dom huw to m)-VISITOR MOITULO Calculate values of the followings: Water flow depth y in the channel. Water flow velocity v in the channel. (3 bulT 101 (5-2).o aldeT mort

Q (5-1)/ Water flows uniformly in an earth rectangular cross section open BMW channel, Data available are: Bed width of the channel B= 200 (m), longitudinal slope of bed level of VID the channel S,= 0.0002, n=0.025 (s/m(13)) and water flow rate Q=800 mho I val (m³/s). (dom huw to m)-VISITOR MOITULO Calculate values of the followings: Water flow depth y in the channel. Water flow velocity v in the channel. (3 bulT 101 (5-2).o aldeT mort

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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