pump shown in the figure pumps 0.03 m' of water per second from the large reservoir through the pipe and nozzle assembly. The flow is frictionless except for the nozzle that has a velocity coefficient (C.) of 0.8. The elevations of the various stations indicated in the figure are given. Head loss through the nozzle = K(V²jet/2g) where K = [(1/C,) -1]. All estimations are to be considered Ideal. y1 = 3 m, y2 = 1.5 m, y4 = ys = y3 = 2.4 m; A2 = 0.01 m², A4 = A3 = 0.01 m, A5 = 0.003 m. Unit weight of water is 9810 N/m. The -p=Parm P Paim Nozzle Ys Reservoir Pump Datum Estimate the Pump Head in meters. Consider only the head loss through the nozzle. Work with appropriate subscripts on the variables and show them on the figure. (a) (b) Estimate h2 (measured from the Datum!) in meters. Consider all necessary hydraulic terms. Unit weight of water is 9810 N/m
pump shown in the figure pumps 0.03 m' of water per second from the large reservoir through the pipe and nozzle assembly. The flow is frictionless except for the nozzle that has a velocity coefficient (C.) of 0.8. The elevations of the various stations indicated in the figure are given. Head loss through the nozzle = K(V²jet/2g) where K = [(1/C,) -1]. All estimations are to be considered Ideal. y1 = 3 m, y2 = 1.5 m, y4 = ys = y3 = 2.4 m; A2 = 0.01 m², A4 = A3 = 0.01 m, A5 = 0.003 m. Unit weight of water is 9810 N/m. The -p=Parm P Paim Nozzle Ys Reservoir Pump Datum Estimate the Pump Head in meters. Consider only the head loss through the nozzle. Work with appropriate subscripts on the variables and show them on the figure. (a) (b) Estimate h2 (measured from the Datum!) in meters. Consider all necessary hydraulic terms. Unit weight of water is 9810 N/m
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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Hydraulics
![The
shown in the figure pumps 0.03 m of water per second from the large reservoir through
pump
the pipe and nozzle assembly. The flow is frictionless except for the nozzle that has a velocity
coefficient (C, of 0.8. The elevations of the various stations indicated in the figure are given Head
loss through the nozzle = K(Viet 2g) where K=
be considered Ideal. y1 = 3 m, y2 = 1.5 m, y4 =y5 = y3 = 2.4 m; A2 = 0.01 m, A4 = A3 = 0.01
m2, As = 0.003 m². Unit weight of water is 9810 N/m.
[(1/C) -1]. All estimations are to
Nozzle
Ys
Reservoir
Pump
Datum
Estimate the Pump Head in meters. Consider only the head loss through the nozzle.
Work with appropriate subscripts on the variables and show them on the figure.
(a)
(b) Estimate h2 (measured from the Datum!) in meters. Consider all necessary
hydraulic terms. Unit weight of water is 9810 N/m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fded4d143-e6bc-43a7-af80-2ef19d02a5d5%2F9e35c24d-7e5c-4e65-bd18-b52b6ca63b15%2F7v9c4x_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The
shown in the figure pumps 0.03 m of water per second from the large reservoir through
pump
the pipe and nozzle assembly. The flow is frictionless except for the nozzle that has a velocity
coefficient (C, of 0.8. The elevations of the various stations indicated in the figure are given Head
loss through the nozzle = K(Viet 2g) where K=
be considered Ideal. y1 = 3 m, y2 = 1.5 m, y4 =y5 = y3 = 2.4 m; A2 = 0.01 m, A4 = A3 = 0.01
m2, As = 0.003 m². Unit weight of water is 9810 N/m.
[(1/C) -1]. All estimations are to
Nozzle
Ys
Reservoir
Pump
Datum
Estimate the Pump Head in meters. Consider only the head loss through the nozzle.
Work with appropriate subscripts on the variables and show them on the figure.
(a)
(b) Estimate h2 (measured from the Datum!) in meters. Consider all necessary
hydraulic terms. Unit weight of water is 9810 N/m
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