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Question 14.8: A hydraulic lift is designed to take a load of 80 kN. The se......

A hydraulic lift is designed to take a load of 80 kN. The self weight of the cage is 20 kN. The friction of the ram and cage, etc., is equivalent to an addition of 5% of the gross load on the ram. The ram of the lift has a diameter of 180 mm. Water at a steady pressure of 7 MPa is available at inlet to the supply line which is 5 mm diameter and 600 m long. The coefficient of friction in the supply line is 0.009. Neglecting other losses, find the speed with which the lift will ascend. Assume that the movement of the ram and the lift are with the same velocity.

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\text { Given: } W_1=80   kN : W_2=200  kN ; R=5 \% \text { of } W ; D=0.18  m ; p=7  MPa \text {; }L_s=600 ; f=0.009 ; d_s=75  mm =0.075  m

Load to be taken by ram = Load on the lift + Self weight of lift + Frictional resistance.

= 80 + 20 + (80 + 20) × 0.05 = 105 kN

Let V_s be the flow velocity in the supply line. The head loss due friction is:

H_f=\frac{4 f L_s V_s^2}{2 g d_s}=\frac{4 \times 0.009 \times 600 \times V_s^2}{2 \times 9.81 \times 0.075}=14.63 V_s^2

Pressure of water at the ram inlet p_i=p-p_f=p-w H_f

p_i=7 \times 10^6-9810 \times 14.63=7 \times 10^6-0.144 \times 10^6 V_s^2

Force on the hydraulic ram =p_i \times A

=\left(7 \times 10^6-0.144 \times 10^6 V_s^2\right) \times \frac{\pi}{4} \times 0.18^2=\left(178 \times 10^3-3.66 \times 10^3 V_s^2\right)

The force is equal to the load to be taken by ram

105 \times 10^3=178 \times 10^3-3.66 \times 10^3 V_s^2

∴            The flow velocity in the supply line is:

V_s=4.47  m / s

Discharge through the pipeline, Q=a_s V_s=\frac{\pi}{4} d_s^2 \times V_s

=\frac{\pi \times 0.075^2 \times 4.47}{4}=0.0197  m ^3 / s

Since the same discharge flows through the ram of the lift, the velocity of the ram is:

V_{ ram }=\frac{Q}{\frac{\pi}{4} D^2}=\frac{0.0197 \times 4}{\pi \times 0.18^2}=0.7754   m / s

Since the velocity of the ram is same as velocity of the lift, the velocity of lift is:

V_{\text {lift }}=0.7754  m / s

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