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Question 21.10: A single-acting reciprocating pump running at 30 rpm has plu......

A single-acting reciprocating pump running at 30 rpm has plunger of diameter 12 cm nd stroke length of 25 cm. The diameter and length of the delivery pipe are 7.5 cm and 25 m, respectively. The pump is raising water to a height of 18 m above the centre of the pump. Find the pressure head due to acceleration at the beginning, middle and the end of the delivery stroke. Also find the pressure head in the cylinder at the beginning, middle and end of the delivery stroke. Assume atmospheric pressure head as 10.3 m of water.

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Given data:

Diameter of plunger                          D = 12 cm = 0.12 m

Stroke length                                     L= 25 cm

Diameter of delivery pipe              d_{\mathrm{{e}}}=7.5\;{\mathrm{cm}}=0.075\;{\mathrm{m}}

Length of delivery pipe                    l_{d}=25{\mathrm{~m}}

Delivery head                                    h_{d}=18\;\mathrm{m}

Speed of pump                                  N= 30 rpm

Atmospheric pressure head          h_{a t m} = 10.3 m of water

Area of plunger is given by

A={\frac{\pi}{4}}D^{2}={\frac{\pi}{4}}(0.12)^{2}=0.0113\ \mathrm{m^{2}}

   Area of delivery pipe is given by

a_{d}=\frac{\pi}{4}\,d_{d}^{2}=\frac{\pi}{4}(0.075)^{2}=0.00442\;\mathrm{m}^{2}

Crank radius r={\frac{L}{2}}={\frac{25}{2}}=12.5\,\mathrm{cm}=0.125\,\mathrm{m}

Angular speed \omega={\frac{2\pi N}{60}}={\frac{2\pi\times30}{60}}=3.142\;{\mathrm{rad/s}}

The acceleration head in the delivery pipe is given by Eq. (21.18) as

h_{a d}=\frac{l_{d}}{g}\times\frac{d}{a_{d}}\,\omega^{2}r\cos\theta

At the beginning of the delivery stroke (\theta=0^{\mathrm{o}}), the pressure head due to acceleration is

h_{a d}=\frac{25}{9.81}\times\frac{0.0113}{0.00442}\times3.142^{2}\times0.125\times\cos0^{\circ}=7.065\,\mathrm{m}

At the middle of the delivery stroke (\theta=90^{\circ}), the pressure head due to acceleration is

h_{a d}={\frac{25}{9.81}}\times{\frac{0.0113}{0.00442}}\times3.142^{2}\times0.125\times\cos 90^{\circ}=0

At the end of the delivery stroke (\theta=180^{\circ}), the pressure head due to acceleration is

h_{a d}={\frac{25}{9.81}}\times{\frac{0.0113}{0.00442}}\times3.142^{2}\times0.125\times\cos180^{\circ}=-7.065\,{\mathrm{m}}

The pressure head in the cylinder at the beginning of the delivery stroke is (refer to Fig. 21.5)

= (h_{d}+h_{a d}) above the atmospheric pressure head
=18 + 7.065 = 25.065 m above the atmospheric pressure head
= Atmospheric pressure head + 25.065 m
=10.3 + 25.065 = 35.365 m of water (abs)

The pressure head in the cylinder at the middle of the delivery stroke is (refer to Fig. 21.5)

= h_{d} above the atmospheric pressure head
=18 m above the atmospheric pressure head
= Atmospheric pressure head + 18 m
=10.3 +18 =18.3 m of water (abs)

The pressure head in the cylinder at the end of the delivery stroke is (refer to Fig. 21.5)

= (h_{d}-h_{a d}) above the atmospheric pressure head
=18 – 7.065 =10.935 m above the atmospheric pressure head
= Atmospheric pressure head + 10.935 m
=10.3 +10.935 = 21.235 m of water (abs)

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