Q2:Water flows in a rectangular channel with a flow rate 5m³/s, and figure (1) shows thespecific energy diagram. Determine the following:-1)) critical depth and minimum specific energy.2)) type of flow when the normal depth in this channel 1m.3)) width of the channel (B).114)) If the specific energy equal to 2.5m determine the two possible depths of flow.hizopelbelimit of alfort-aqiY(m)fermonial geived satew crus of age21974Fig. (1).E,(m):20to stambodi ngles (1lov nm naliw am 01-yobieno gig to alignal mi2EWTEboeqze od nas wolf instudyix0) +12800.0-1a

Q2: Water flows in a rectangular channel with a flow rate 5m³/s, and figure (1) shows the specific energy diagram. Determine the following:- 1)) critical depth and minimum specific energy. 2)) type of flow when the normal depth in this channel 1m. I 3)) width of the channel (B). 4)) If the specific energy equal to 2.5m determine the two possible depths of flow.

Q2: Water flows in a rectangular channel with a flow rate 5m³/s, and figure (1) shows the specific energy diagram. Determine the following:- 1)) critical depth and minimum specific energy. 2)) type of flow when the normal depth in this channel 1m. I 3)) width of the channel (B). 4)) If the specific energy equal to 2.5m determine the two possible depths of flow.

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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Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Q2:
Water flows in a rectangular channel with a flow rate 5m³/s, and figure (1) shows the
specific energy diagram. Determine the following:-
1)) critical depth and minimum specific energy.
2)) type of flow when the normal depth in this channel 1m.
3)) width of the channel (B).
11
4)) If the specific energy equal to 2.5m determine the two possible depths of flow.
hizopel
belimit of al
fort-aqiY(m)
fermonial geived satew crus of age
2
1974
Fig. (1).
E,(m)
:20
to stambodi ngles (1
lov nm naliw am 01-y
obieno gig to alignal mi
2
EW
T
Eboeqze od nas wolf instudyi
x0) +12800.0-1
a

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