4.96 Water is discharged at a flow rate of 0.3 m³/s from a narrow slot in a 200-mm-diameter pipe. The resulting horizontal two- dimensional jet is 1 m long and 20 mm thick, but of nonuniform velocity; the velocity at location 2 is twice that at location 1. The pressure at the inlet section is 50 kPa (gage). Calculate (a) the velocity in the pipe and at locations (1 and (2 and (b) the forces required at the coupling to hold the spray pipe in place. Neglect the mass of the pipe and the water it contains. - D = 200 mm Q = 0.3 m3 V2 = 2V1 Thickness, t = 20 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4.96 Water is discharged at a flow rate of 0.3 m°/s from a narrow
slot in a 200-mm-diameter pipe. The resulting horizontal two-
dimensional jet is 1 m long and 20 mm thick, but of nonuniform
velocity; the velocity at location 2) is twice that at location 0.
The pressure at the inlet section is 50 kPa (gage). Calculate (a)
the velocity in the pipe and at locations (1) and (2 and (b) the
forces required at the coupling to hold the spray pipe in place.
Neglect the mass of the pipe and the water it contains.
-D = 200 mm
Q = 0.3 m³
V1
V2 = 2V1
Thickness, t = 20 mm
Transcribed Image Text:4.96 Water is discharged at a flow rate of 0.3 m°/s from a narrow slot in a 200-mm-diameter pipe. The resulting horizontal two- dimensional jet is 1 m long and 20 mm thick, but of nonuniform velocity; the velocity at location 2) is twice that at location 0. The pressure at the inlet section is 50 kPa (gage). Calculate (a) the velocity in the pipe and at locations (1) and (2 and (b) the forces required at the coupling to hold the spray pipe in place. Neglect the mass of the pipe and the water it contains. -D = 200 mm Q = 0.3 m³ V1 V2 = 2V1 Thickness, t = 20 mm
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