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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Q (5-1)/ Water flows uniformly in an earth rectangular cross section open)
UNIWEKA
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(1/3)} and water flow rate Q=800
(m³/s).
mino I valo
(dmom uw to
Calculate 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).
MOITUJOR
vel) oni 101 (S-2).oaldeT mort
(m) 2.1 S
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