Water at 20C with a density of 0.9982 g/cc and a viscosity of 1 cP is flowing from an open reservoir throught he piping system below and assumed to be discharged at an atmospheric condition. The piping system is composed of 3 m - 3” schedule 40 pipe with a standard gate valve wide open installed and 6 m - 2” schedule 40 pipe. The reservoir has a level of water of 3.5 m. Calculate the average volumetric flow rate in liters per minute. (Use equation 6-37 of Perry’s Handbook (9th edition) to calculate for fanning friction factor).
Water at 20C with a density of 0.9982 g/cc and a viscosity of 1 cP is flowing from an open reservoir throught he piping system below and assumed to be discharged at an atmospheric condition. The piping system is composed of 3 m - 3” schedule 40 pipe with a standard gate valve wide open installed and 6 m - 2” schedule 40 pipe. The reservoir has a level of water of 3.5 m. Calculate the average volumetric flow rate in liters per minute. (Use equation 6-37 of Perry’s Handbook (9th edition) to calculate for fanning friction factor).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Water at 20C with a density of 0.9982 g/cc and a viscosity of 1 cP is flowing from an open reservoir throught he piping system below and assumed to be discharged at an atmospheric condition. The piping system is composed of 3 m - 3” schedule 40 pipe with a standard gate valve wide open installed and 6 m - 2” schedule 40 pipe. The reservoir has a level of water of 3.5 m. Calculate the average volumetric flow rate in liters per minute. (Use equation 6-37 of Perry’s Handbook (9th edition) to calculate for fanning friction factor).
Transcribed Image Text:3" pipe Sch 40
3.5 m
2" Sch 40 pipe
Standard Gate Valve – Wide open
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