PROBLEM 40 : An orifice 30 mm diameter is located at the vertical side of a tank having water 1 m above its centerline. Compute the discharge in liters/s. b. а. 2.12 4.56 С. 3.13 d. 4.81
PROBLEM 40 : An orifice 30 mm diameter is located at the vertical side of a tank having water 1 m above its centerline. Compute the discharge in liters/s. b. а. 2.12 4.56 С. 3.13 d. 4.81
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:l Globe
3:31 AM
O 100% E
Done
REVHY05-PS
placed on a slope of 0.010, if n = 0.013.
0.04947 m3/s
%3D
а.
b.
0.05947 m3/s
С.
0.06947 m3/s
d.
0.07947 m3/s
PROBLEM 40 :
An orifice 30 mm diameter is located at the vertical
side of a tank having water 1 m above its centerline.
Compute the discharge in liters/s.
а.
2.12
b.
4.56
С.
3.13
d.
4.81
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SUBJECT CODE: REVHY05
PROBLEM 41 :
A trapezoidal channel has a base width of 6 m and
the side slopes of 35° from the horizontal. What will
be the depth of water when the flow rate is 40 m3/s?
S = 000512, n = 0.014.
%3D
%3D
а.
1.23 m
b.
2.14 m
С.
1.81 m
d.
2.61 m
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cn # (0922) 8 777 211
SUBJECT CODE: REVHY05
PROBLEM 42:
Water from a stream is flowing through rectangular
canal having a width of 5 m and discharging at the
rate of 10 m3/s. Compute the critical velocity.
а.
3.69 m/s
b.
4.69 m/s
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