horizontal pipe, which is 1 m in diameter. If the head loss is harge of 8 m³/s is to flow through this given as 7 V2/2g (V is velocity in the pipe), how much power will have to be supplied to the flow by the pump to produce this discharge? Assume a = 1.0 at all locations. Elevation = 40 m Pump 1 m - Elevation = 20 m Elevation = 10 m 300 m + 300 m PROBLEM 7.49 50 An engineer is designing a subsonic wind tunnel. The test action is to have a cross-sectional area of 4 m² and an airspeed of the tunnel 3 The or Water
horizontal pipe, which is 1 m in diameter. If the head loss is harge of 8 m³/s is to flow through this given as 7 V2/2g (V is velocity in the pipe), how much power will have to be supplied to the flow by the pump to produce this discharge? Assume a = 1.0 at all locations. Elevation = 40 m Pump 1 m - Elevation = 20 m Elevation = 10 m 300 m + 300 m PROBLEM 7.49 50 An engineer is designing a subsonic wind tunnel. The test action is to have a cross-sectional area of 4 m² and an airspeed of the tunnel 3 The or Water
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Transcribed Image Text:horizontal pipe, which is 1 m in diameter. If the head loss is
harge of 8 m³/s is to flow through this
given as 7 V2/2g (V is velocity in the pipe), how much power
will have to be supplied to the flow by the pump to produce
this discharge? Assume a = 1.0 at all locations.
Elevation = 40 m
Pump
1 m
- Elevation = 20 m
Elevation = 10 m
300 m
+
300 m
PROBLEM 7.49
50 An engineer is designing a subsonic wind tunnel. The test
action is to have a cross-sectional area of 4 m² and an airspeed
of the tunnel
3 The or
Water
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