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 determine the area and edges of orifice 2. (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 determine the area and edges of orifice 2. (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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 determine the area and edges of orifice 2. (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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