OBSERVATION & CALCULATION:
Brake drum dia D =0.3m Input total head H in m of water =Pressure gauge reading in kg/cm2x10 m
Rope Dia t = 0.015m Orificemeter Head p in m of water = (p1-p2) x 10
Effective Radius of = (D/2 + t)= 0.165m
Weight of rope & Hanger = 1 kg Discharge Q = Kp (h in m of water)
Guide Vane opening = 0.8 Input Power IP = x Q x H kW (H in m of water)
Run away speed = 1750 RPM Brake Drum net load W = (W1 + Weight of rope &hanger)-W2 kg
‘K’ Value = 2.3652 x 10-2 Turbine output OP = (2 NWRe x 9.81)/60,000 kW
Efficiency = (output / Input) x 100%
S. Pressure Orificemeter head Discharge Weight Spring Net Speed Output Input Efficiency
N (H) Gauge Pressure Gauge on balance Weight
Reading Reading hanger reading
P P1 P2 P Q W1 W2 W N OP IP
kg/cm2 kg/cm 2 3
m /sec kg kg kg rpm kW kW %
1. 0.775 0.875 0.74 1.35 2.7481x10-2 1 0 2 1500 0.5082 2.0893 24.3
2. 0.775 0.875 0.73 1.45 2.8481x10-2 2 0 3 1380 0.7014 2.1653 32.4
3. 0.775 0.875 0.73 1.45 2.8481x10-2 3 0 4 1300 0.8809 2.1653 40.6
4. 0.775 0.875 0.73 1.45 2.8481x10-2 4 0 5 1190 1.0080 2.1653 46.5
5. 0.775 0.875 0.72 1.55 2.9446x10-2 5 0 6 1100 1.0165 2.2387 45.4
6. 0.775 0.875 0.71 1.65 3.0386x10-2 6 0 7 1000 1.1859 2.3098 51.3
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