A suppressed weir (C = 1.84) under a constant head of 90mm feeds a tank containing a 75 mm diameter orifice. The weir which is 600 mm long and 810 mm high is located in a rectangular channel. The loss head through the orifice is 600 mm and coefficient of contraction is 0.65. Determine the coefficient of velocity of the tank. 0.90 0.93 0.95 0.89 . Determine the head of water in the tank. 6.15 m 6.80 m O 7.08 m O 7.12 m

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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Compute the coefficient of discharge of
the orifice.
0.618
0.712
0.708
O 0.615
Transcribed Image Text:Compute the coefficient of discharge of the orifice. 0.618 0.712 0.708 O 0.615
vo
1:44 pm A V M
..
SITUATION 7
A suppressed weir (C = 1.84) under a constant head of
90mm feeds a tank containing a 75 mm diameter orifice.
The weir which is 600 mm long and 810 mm high is
located in a rectangular channel. The loss head through
the orifice is 600 mm and coefficient of contraction is
0.65.
Determine the coefficient of velocity of the
tank.
0.90
O 0.93
0.95
0.89
. Determine the head of water in the tank.
6.15 m
6.80 m
7.08 m
O 7.12 m
Transcribed Image Text:vo 1:44 pm A V M .. SITUATION 7 A suppressed weir (C = 1.84) under a constant head of 90mm feeds a tank containing a 75 mm diameter orifice. The weir which is 600 mm long and 810 mm high is located in a rectangular channel. The loss head through the orifice is 600 mm and coefficient of contraction is 0.65. Determine the coefficient of velocity of the tank. 0.90 O 0.93 0.95 0.89 . Determine the head of water in the tank. 6.15 m 6.80 m 7.08 m O 7.12 m
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