1. Water flows through a horizontal, 0.5-m-diameter pipe at a rate of 0.9 m³/s (Figure below). It is ejected from the pipe through a 0.25-m-diameter nozzle. Determine the force (F) that holds the nozzle in place if the water pressure in the pipe just upstream of the nozzle is 283 kN/m² (kPa). pl F Vout

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Water flows through a horizontal, 0.5-m-diameter pipe at a rate of 0.9 m³/s (Figure below). It is
ejected from the pipe through a 0.25-m-diameter nozzle. Determine the force (F) that holds the
nozzle in place if the water pressure in the pipe just upstream of the nozzle is 283 kN/m² (kPa).
F
Fpl
V₁.
in
F
H
Vout
2. Given H= 1.8 m & D = 0.2 m through the hole in the open top container. Determine the
head losses through the tank outlet if the exit discharge were 0.163 m³/sec.
Transcribed Image Text:1. Water flows through a horizontal, 0.5-m-diameter pipe at a rate of 0.9 m³/s (Figure below). It is ejected from the pipe through a 0.25-m-diameter nozzle. Determine the force (F) that holds the nozzle in place if the water pressure in the pipe just upstream of the nozzle is 283 kN/m² (kPa). F Fpl V₁. in F H Vout 2. Given H= 1.8 m & D = 0.2 m through the hole in the open top container. Determine the head losses through the tank outlet if the exit discharge were 0.163 m³/sec.
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