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ENTAL OF FLUID FLOW mine the nominal diameter, D, of the pipe. Minor anized iron (ε = 0.015mm), Pipe length= ge Q-30 lit/s and (yw-9810 N/m³). water @ 20 °C 159m B Water at 10°C is flows from a large reservoir at the rate of 1.5 x 10-2 m³/s through the system shown in figure below. Calculate the energy loss and the pressure at B. (Given: ε = 1.5 x 10-6 m) 1.5 m Sharp-edged entrance 7.5 m 4-in type K 12 m copper tube All elbows are standard 70 m B Flow PROBLEM 1:The difference in water surface levels in two tanks, which are connected by three pipes in series of lengths 400 m, 200 m and 300 m and of diameters 400 mm, 300 mm and 200 mm respectively, is 16m. Estimate the rate of flow of water if co- efficient of friction for these pipes is same and equal to 0.005, considering: (i) minor losses also (ii) neglecting minor losses. PDF Save as PDF L C Export G More Ask Al

ENTAL OF FLUID FLOW mine the nominal diameter, D, of the pipe. Minor anized iron (ε = 0.015mm), Pipe length= ge Q-30 lit/s and (yw-9810 N/m³). water @ 20 °C 159m B Water at 10°C is flows from a large reservoir at the rate of 1.5 x 10-2 m³/s through the system shown in figure below. Calculate the energy loss and the pressure at B. (Given: ε = 1.5 x 10-6 m) 1.5 m Sharp-edged entrance 7.5 m 4-in type K 12 m copper tube All elbows are standard 70 m B Flow PROBLEM 1:The difference in water surface levels in two tanks, which are connected by three pipes in series of lengths 400 m, 200 m and 300 m and of diameters 400 mm, 300 mm and 200 mm respectively, is 16m. Estimate the rate of flow of water if co- efficient of friction for these pipes is same and equal to 0.005, considering: (i) minor losses also (ii) neglecting minor losses. PDF Save as PDF L C Export G More Ask Al

Sustainable Energy
Sustainable Energy
2nd Edition
ISBN:9781337551663
Author:DUNLAP, Richard A.
Publisher:DUNLAP, Richard A.
Chapter14: Ocean Thermal Energy Conversion And Ocean Salinity Gradient Energy
Section: Chapter Questions
Problem 20P
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Water at 10°C flows from a large reservoir at the rate of 1.5 x 10-2 m3/s through the system shown in Fig. 11.13. Calculate energy loss and the pressure at B FIGURE 11.13 15m 75 m 4-in type K copper tube 12 m All elbows are standard Flow

ENTAL OF FLUID FLOW mine the nominal diameter, D, of the pipe. Minor anized iron (ε = 0.015mm), Pipe length= ge Q-30 lit/s and (yw-9810 N/m³). water @ 20 °C 159m B Water at 10°C is flows from a large reservoir at the rate of 1.5 x 10-2 m³/s through the system shown in figure below. Calculate the energy loss and the pressure at B. (Given: ε = 1.5 x 10-6 m) 1.5 m Sharp-edged entrance 7.5 m 4-in type K 12 m copper tube All elbows are standard 70 m B Flow PROBLEM 1:The difference in water surface levels in two tanks, which are connected by three pipes in series of lengths 400 m, 200 m and 300 m and of diameters 400 mm, 300 mm and 200 mm respectively, is 16m. Estimate the rate of flow of water if co- efficient of friction for these pipes is same and equal to 0.005, considering: (i) minor losses also (ii) neglecting minor losses. PDF Save as PDF L C Export G More Ask Al
Transcribed Image Text:ENTAL OF FLUID FLOW mine the nominal diameter, D, of the pipe. Minor anized iron (ε = 0.015mm), Pipe length= ge Q-30 lit/s and (yw-9810 N/m³). water @ 20 °C 159m B Water at 10°C is flows from a large reservoir at the rate of 1.5 x 10-2 m³/s through the system shown in figure below. Calculate the energy loss and the pressure at B. (Given: ε = 1.5 x 10-6 m) 1.5 m Sharp-edged entrance 7.5 m 4-in type K 12 m copper tube All elbows are standard 70 m B Flow PROBLEM 1:The difference in water surface levels in two tanks, which are connected by three pipes in series of lengths 400 m, 200 m and 300 m and of diameters 400 mm, 300 mm and 200 mm respectively, is 16m. Estimate the rate of flow of water if co- efficient of friction for these pipes is same and equal to 0.005, considering: (i) minor losses also (ii) neglecting minor losses. PDF Save as PDF L C Export G More Ask Al
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