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2. Water flows at a rate of 60 L/s from a main reservoir to a subsidiary...


2. Water flows at a rate of 60 L/s from a main reservoir to a subsidiary through a 600 m long, 185 mm diameter asphalted cast


2. Water flows at a rate of 60 L/s from a main reservoir to a subsidiary through a 600 m long, 185 mm diameter asphalted cast
2. Water flows at a rate of 60 L/s from a main reservoir to a subsidiary through a 600 m long, 185 mm diameter asphalted cast iron pipe as shown in the figure. The pipeline contains a gate valve, a globe valve and 4 standard 90° elbows. The entrance and exit are square edged, and all fittings are screwed ends, determine, You need Kinematic viscosity of water, 1 x 10-6 m/s2 (a) The friction head loss in the pipe, (b) The total minor losses in the pipeline, (c) The height, H, between the two reservoirs. water H
2. Water flows at a rate of 60 L/s from a main reservoir to a subsidiary through a 600 m long, 185 mm diameter asphalted cast iron pipe as shown in the figure. The pipeline contains a gate valve, a globe valve and 4 standard 90° elbows. The entrance and exit are square edged, and all fittings are screwed ends, determine, You need Kinematic viscosity of water, 1 x 10^-6m/s^2 (a) The friction head loss in the pipe, (b) The total minor losses in the pipeline, (c) The height, H, between the two reservoirs. water H
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H water soinut Given - Q=6048= 60x10 D=185 (mm) Iron bike x 10 = (m/) Length=600m Pipe is ashphalted cast for aspirated lion2 IX (185)2 +10-6 60x10-3 60x10-3 Ix (189x1053) ot o= 2.2321 (M/B, 800 Re=fvd M 2.2321 x 0.185 4- 129x105( Turbulent flow) vd

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