A conical funnel of half-angle θ = 30° drains through a small hole of diameter d = 6.25 mm. at the vertex. The speed of the liquid leaving the funnel is V = 2 g y , where y is the height of the liquid free surface above the hole. The funnel initially is filled to height y 0 = 300 mm. Obtain an expression for the time, t , for the funnel to completely drain, and evaluate. Find the time to drain from 300 mm to 150 mm (a change in depth of 150 mm), and from 150 mm to completely empty (also a change in depth of 150 mm). Can you explain the discrepancy in these times? Plot the drain time t as a function diameter d for d ranging from 6.25 mm to 12.5 mm.
A conical funnel of half-angle θ = 30° drains through a small hole of diameter d = 6.25 mm. at the vertex. The speed of the liquid leaving the funnel is V = 2 g y , where y is the height of the liquid free surface above the hole. The funnel initially is filled to height y 0 = 300 mm. Obtain an expression for the time, t , for the funnel to completely drain, and evaluate. Find the time to drain from 300 mm to 150 mm (a change in depth of 150 mm), and from 150 mm to completely empty (also a change in depth of 150 mm). Can you explain the discrepancy in these times? Plot the drain time t as a function diameter d for d ranging from 6.25 mm to 12.5 mm.
A conical funnel of half-angle θ = 30° drains through a small hole of diameter d = 6.25 mm. at the vertex. The speed of the liquid leaving the funnel is
V
=
2
g
y
, where y is the height of the liquid free surface above the hole. The funnel initially is filled to height y0 = 300 mm. Obtain an expression for the time, t, for the funnel to completely drain, and evaluate. Find the time to drain from 300 mm to 150 mm (a change in depth of 150 mm), and from 150 mm to completely empty (also a change in depth of 150 mm). Can you explain the discrepancy in these times? Plot the drain time t as a function diameter d for d ranging from 6.25 mm to 12.5 mm.
Q1: Water is flowing from tank A to tank B as shown in the following figure. The flow is steady so that
the water level in tank B does not change. Find h, in the figure. The density is constant. The flow is
inviscid and irrotational.
Hint: apply Bernoulli's equation between the free surface and the discharge for tanks A and B
individually. Then, since the flow rate leaving tank A (and entering tank B) must equal the rate leaving
tank B, these two Bernoulli's Equations can be substituted and solved for one unknown.
1
10.0 cm
= 0.01 m
Tank A
士
Tank B
d 0.02 m
Figure 1. Q1
Water is discharged from a reservoir into the atmosphere through a
80 m long pipe. There is a sharp entrance to the pipe and the diameter
is 250 mm for the first 50 m. The outlet is 35 m below the surface
level in the reservoir. The pipe then enlarges suddenly to 450 mm in
diameter for the reminder of its length. Take f 0.004 for both pipes.
Calculate the discharge.
Find an expression for the velocity of water leaving the sprinkler.
Find an expression for the gauge pressure at point A, a distance L1, upstream of the narrow pipes. Express the answer in terms of the flowrate, Q.
The inner diameter of the first segment of the pipe is d1=10mm, the inner diameter of the second set of pipes is d2=1mm, with N=25. The flowrate through the sprinkler is Q=0.2 L/s. Flow in pipes typically becomes turbulent when the Reynolds number exceeds 2000. Comment on the accuracy of the assumption that the flow could be treated as laminar everywhere.
May be assumed water has a density of 1000kg/m^3 and a viscosity of 1mPa s.
Chapter 4 Solutions
Fox And Mcdonald's Introduction To Fluid Mechanics
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