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### Notes

**CE2258 HYDRAULIC ENGINEERING LAB**

**CE2308 SOIL MECHANICS LABORATORY**

**Mechanical(First year) 10EME14**

**GEOTECHNICAL LABORATORY EXPERIMENTS**

**Turbines**

**CE2307 CONCRETE AND HIGHWAY ENGINEERING LAB**

**VTU SYLLABUS 2010 (Civil) FLUID MECHANICS [10CV35] Engineering**

**CE2253 APPLIED HYDRAULIC ENGINEERING**

**CE2028 GROUND WATER ENGINEERING**

**CE2301 IRRIGATION ENGINEERING**

## A test is conducted on a one-fifth scale model of a Francis turbine under a head of 2 m and volumetric flow rate of 1 m3/s at 450 rpm. Take the water density and the acceleration due to gravity as 103 kg/m3 and 10 m/s2, respectively. Assume no losses both in model and prototype turbines. The power (in MW) of a full sized turbine while working under a head of 30 m is _______ (correct to two decimal places).

## Gate Mechanical Enginnering

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