Name Of Apparatus
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. Door Door Bernoulli’s Theorem White Board Green Board Students Chairs Teacher Table Turbine Service Unit Axial Fan Centrifugal Fan Cavitations Demonstration Vin Tunnel Fluid Particle System Centrifugal Pump (Computer Control) Water Hammering Losses in Pipes Multi Pumps ( Computer Control ) Nozzle Performance Unit Losses in Bends Flow Meter Demonstration Orifice And Free Jet Flow Orifice Discharge Osborne-Reynolds Impact Of Jet Flow Visualization in Channel Free And Force Vortices Metacentric Height Pelton Turbine Series and Parallel Pumps Black Board
FLUID MECHANICS-I
HYDRAULIC BENCH-FME 00
1.OBJECTIVE To study the Hydraulic Bench
OSBORNE REYNOLDS DEMONSTRATION-FME 06
1.OBJECTIVE To observe laminar, transition and turbulent pipe flow. 2.OBJECTIVE Study of the velocity profile, reproducing the Osborne-Reynolds’s experiment 3.OBJECTIVE To calculate Reynolds’s number.
IMPACT OF JECT-FME 01
1.OBJECTIVE To investigate the reaction force produced by the change in momentum of a fluid flow
ENERGY LOSSES IN BENDS-FME 05
1. OBJECTIVE To determine the loss factors for flow through a range of pipe fittings including bends, a contraction, an enlargement and a gate-valve
ORIFICE AND FREE JET FLOW-FME 17
1. OBJECTIVE To determine the coefficient of velocity of two small orifices
2. OBJECTIVE Experimental determination of the total discharge time of the tank and comparison of this value the one obtained theoretically.
METACENTRIC HEIGHT-FME 11
1.OBJECTIVE To locate the position of the Metacentre (M) of a floating body, by determining its distance from the centre of gravity (G), this distance (GM) is known as the Metacentric Height.
BERNOULLI’S THEOREM DEMONSTRATIONFME03
1.OBJECTIVE To investigate the validity of the Bernoulli equation when applied to the steady flow of water in a tapered