Consider flow front a reservoir through a horizontal pipe of length L and diameter D that penetrates into the side wall at a vertical distance H from the free surface. The flow rate through an actual pipe with a reentrant section (K L = 0.8) is considerably less than the flow rate through the hole calculated assuming frictionless” flow and thus zero loss. Obtain a relation for the “equivalent diameter” of the reentrant pipe for use in relations for frictionless flow through a hole and determine its value for a pipe friction factor, length. and diameter of 0.018, 10 m, and 004 au. respectively. Assume the friction factor of the pipe to remain constant and the effect of the kinetic energy correction factor lo be negligible.
Consider flow front a reservoir through a horizontal pipe of length L and diameter D that penetrates into the side wall at a vertical distance H from the free surface. The flow rate through an actual pipe with a reentrant section (K L = 0.8) is considerably less than the flow rate through the hole calculated assuming frictionless” flow and thus zero loss. Obtain a relation for the “equivalent diameter” of the reentrant pipe for use in relations for frictionless flow through a hole and determine its value for a pipe friction factor, length. and diameter of 0.018, 10 m, and 004 au. respectively. Assume the friction factor of the pipe to remain constant and the effect of the kinetic energy correction factor lo be negligible.
Solution Summary: The author explains the relation for equivalent diameter. The length of the pipe is l and the diameter of.
Consider flow front a reservoir through a horizontal pipe of length L and diameter D that penetrates into the side wall at a vertical distance H from the free surface. The flow rate through an actual pipe with a reentrant section (KL = 0.8) is considerably less than the flow rate through the hole calculated assuming frictionless” flow and thus zero loss. Obtain a relation for the “equivalent diameter” of the reentrant pipe for use in relations for frictionless flow through a hole and determine its value for a pipe friction factor, length. and diameter of 0.018, 10 m, and 004 au. respectively. Assume the friction factor of the pipe to remain constant and the effect of the kinetic energy correction factor lo be negligible.
Water is to be pumped (whose characteristics below) from one large open tank into an apparatus working under a pressure of 2 atm. The pipe diameter is 0.15 m and the pipe length is 61 m. There are minor losses at the entrance, exit and throughout the pipe. The friction factor will be taken as 0.02. JEfficiency of the pump =0.7 Calculate: The flow-rate and shaft-power needed when the pump is operated at 1000 rev/min. The flow rate and the power when the speed of the pump increased by 10%. c) The flow rate and the power when two pump operate at parallel.
Two tanks A and B are connected by a pipe 30 m long. The first 21 m has a diameter of 75 mm and then is suddenly reduced to 50 mm for the next 9 m. The difference of levels between the tank water levels is 2.40 m. Pipe coefficient f=0.005 and the contraction coefficient at sudden change in area is 0.58. Find all the losses, in terms of velocity v2 at exit from the 50 mm2pipe and hence find rate of flow. Draw the Hydraulic gradient line.
(a)
An open domestic hot water circuit for a residence is to cater for three bathrooms each having two
hot water outlets of diameter 20mm. All outlets are connected to a single main line pipe running
down the service stack shaft. After factoring all friction losses and the gravitational head, the system
is pressurised such that the ideal flow rate per outlet is 14 l/min. What is the ideal main pipe diameter
size if the fluid velocity in the main line pipe and the outlet branches is to be kept the same and
(i)
A diversity factor (i.e. the number of outlets open to atmosphere over total number of outlets
installed) of 0.5 is assumed (half of the taps open at any point in time)
A diversity factor (i.e. the number of outlets open to atmosphere over total number of outlets
installed) of 0.75 is assumed
(ii)
(ii)
A diversity factor (i.e. the number of outlets open to atmosphere over total number of outlets
installed) of 1.0 is assumed (All taps open at any point in time)
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8.01x - Lect 27 - Fluid Mechanics, Hydrostatics, Pascal's Principle, Atmosph. Pressure; Author: Lectures by Walter Lewin. They will make you ♥ Physics.;https://www.youtube.com/watch?v=O_HQklhIlwQ;License: Standard YouTube License, CC-BY