jet reaction
TRANSCRIPT
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CHARLES DARWIN UNIVERSITY
ENG243 – REACTION FORCE FROM A WATER JET
1. Introduction
Moving streams of water carry momentum. In order to change a direction or velocity of a water
flow it is necessary to apply a force with an equal an opposite force applied to the object redirecting
the stream of water. In this experiment, the force of a water jet on a flat plate and a hemispherical
cup will be determined by experimentation and compared with the expected result determined by
the application of the Reynolds transport theorem.
2. Apparatus and analysis of momentum transfer
The apparatus consists of a transparent cylindrical chamber with a water nozzle in the middle.
Water from the nozzle is directed upwards where it strikes either a flat plate or a hemispherical cup,
which disturbs the equilibrium on a lever arm, thus permitting the force of the water jet to be
measured. A photograph and a schematic diagram of the apparatus are shown below.
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The magnitude of the force acting on a fluid when it strikes a surface (such as a vane) is given by
the rate of change of momentum of the fluid stream. Using the Reynolds transport theorem, the
force Fcv on the water in the control volume can be written as
( )inoutcv uumFrr
&r
−= (1)
where m& is the mass flow rate, and uout and uin are the velocities of the outgoing and incoming
water streams. The force of the vane is equal and opposite to the force on water jet. Positioning
the water jet to strike the vane in its centre will mean that it will only be necessary to consider
water velocities and forces acting in the vertical direction. Note that the velocity of the jet of water
as it strikes the vane is less than the velocity of the jet as it leaves the nozzle due to the effect of
gravity. This reduction in velocity can be determined using Bernoulli's equation,
hguu nozzleplate ∆−= 222
(2)
In this expression, g = 9.783 m/s2 is the local value of the gravitational acceleration while ∆h is the
distance between the nozzle outlet and the plate. The nozzle velocity is determined from the mass
flow rate as
2
4
d
mu nozzle
ρπ
&=
(3)
Where ρ is the water density and d is the nozzle diameter.
Question 1. Derive equation (2) using Bernoulli;s equation.
The analysis can be is simplified by assuming the change in velocity of the water jet is 90° in the
case of the flat plate, and 180° in the case of the hemispherical cup.
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The test vane is supported by a lever, which is pivoted at one end and balanced by a supporting
spring and a counterweight. The force on the plate is determined by the position of the counter
weight. The lever arm is orientated in a horizontal position by moving the counterweight until the
tally weight is in the correct position. Then the water jet is started, and the counter weight adjusted
until lever arm is again horizontal (note, it is not crucial for the lever arm to be horizontal, merely
for the lever arm orientation to be the same as when there was no water jet). Then the force of the
jet on the vane is
L
xMgF
∆= (4)
where M is the mass of the counterweight, ∆x is the distance the counterweight is moved and L is
the distance from the pivot to the jet axis.
Question 2. Derive equation (4) from first principles by looking at the apparatus and examining its
functions.
The geometry of the apparatus
Nozzle Diameter 10mm
Jockey Weight 0.600 kg
Distance from pivot to jet axis 150mm
Height of vane above nozzle 35mm
3. Procedure and Analysis
With the flat plate in place and the counterweight in the zero position, balance the lever arm using
the supporting spring weight so that the middle of the tally-weight is level with lever arm. Make
sure you record the position of the right hand side of the counterweight.
With the delivery valve closed, start the pump. Open the valve slightly and centralize the water jet
on the vane using the adjusting screws on the legs of the apparatus.
Open the delivery valve completely. Adjust the position of the counterweight on the lever arm so
that the tally returns to its original position. Measure the flow rate by noting the time it takes to
collect 20.0 kg of water in the weighing tank of the hydraulic bench.
Take a series of six readings at reducing water flow rates, such that the counterweight is in
approximately equally spaced positions. Note the counterweight position and flow-rate in each
case. Close the delivery valve and turn the pump off to swap the vanes.
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Remove the jockey weight, replace the flat plate with the hemispherical cup and repeat the
procedure. This should be done by a laboratory technician. It is possible for the plate or cup to fall
into the chamber, and getting it out can be annoying.
Once the flat plate has been replaced by the hemispherical cup, take a set of six measurements at
equally spaced positions of the counterweight.
Theoretical considerations suggest that the Force of the jet should be proportional to the square of
the velocity.
1. Determine the force of the water striking the vane from the position of the jockey weight,
and plot the force against the square of the flow rate. (Plot the results for the flat plate on a separate
graph from the results for the hemispherical cup.) The easiest way to do the calculations is to set
up a spreadsheet.
2. For each flow rate, calculate the theoretical force on the vane. Plot the theoretical values on
the same graph as the experimentally determined values. For each data point gradually work out
what you need in a set of columns. The frce exerted by the jet on each plate is expected to be
roughly proportional to the square of the flow-rate. Is this supported by your data?
3. On the same graph, plot the ratio of the actual Force divided by the theoretical Force as a
function of flow rate.
4. Attempt to explain any differences in the two sets of results. Observing the actual water
flow while doing the experiment may help you achieve this.
5. Lecturer/Technician Notes
I want them to use the edge not the middle to determine the position of the counterweight.
E Markland, A first course in Hydraulics, (Long Eaton, England : Tecequipment, 1976.)
621.2078.
Two stopwatches needed