In the vertical wall of a reservoir (A) there is a drowned hole that it flows into another reservoir (B) with a real discharge speed of 4,5m/s. This one reservoir (B), in turn, has a square orifice with free discharge of the form shown in the figure. It requires a flow of 0,089 m³/s and there is no overflow of the system, determine the head loss in both orifices. (See the image) Data: Orifice diameter 1 = 0,2m; Discharge coefficient for orifice 2 = 0,604; contraction coefficient for orifice 2 = 0,64. Consider both holes small in relation to the depth of the reservoirs.
In the vertical wall of a reservoir (A) there is a drowned hole that it flows into another reservoir (B) with a real discharge speed of 4,5m/s. This one reservoir (B), in turn, has a square orifice with free discharge of the form shown in the figure. It requires a flow of 0,089 m³/s and there is no overflow of the system, determine the head loss in both orifices. (See the image) Data: Orifice diameter 1 = 0,2m; Discharge coefficient for orifice 2 = 0,604; contraction coefficient for orifice 2 = 0,64. Consider both holes small in relation to the depth of the reservoirs.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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In the vertical wall of a reservoir (A) there is a drowned hole that it flows into another reservoir (B) with a real discharge speed of 4,5m/s. This one reservoir (B), in turn, has a square orifice with free discharge of the form shown in the figure. It requires a flow of 0,089 m³/s and there is no overflow of the system, determine the head loss in both orifices. (See the image)
Data: Orifice diameter 1 = 0,2m; Discharge coefficient for orifice 2 = 0,604; contraction coefficient for orifice 2 = 0,64. Consider both holes
small in relation to the depth of the reservoirs.
Transcribed Image Text:Ah
1,5m
frontal view of orifice 2
0,4m
1,2m
2
(A)
(B)
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