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LOW HEAD HYDRAULIC TURBINE TEST RIG

Code: Civil-MCE-0109

LOW HEAD HYDRAULIC TURBINE TEST RIG.

GENERAL DESCRIPTION

This test facility was design and developed jointly with The Joint Graduate School of Energy and Environment (five institutions). It is intended to simulate large hydro power plant discharge for end user in designing small low head turbines.

The test rig provides water flow as well as measuring instruments. Flow is generated by a centrifugal pump. A head tank in front of the test section is provided to simulate a static head and another tank is provided after the test section. Flow rate and head can be varied by an inverter. A flow control valve at the pump discharge and a flow control valve of the return line between pump discharge and pump suction are provided. A dynamometer at the test section measures the designed turbine output.

The equipment is supplied unassembled and to be erected and commissioned at site

TYPICAL EXPERIMENTS

This is an ideal facility to simulate flow conditions of the actual site. The turbine input (flow rate and head) and output (speed and torque) can be accurately monitored. Thus the most efficient prototype turbine can be designed, developed and tested.

TECHNICAL DATA

Pump ratings		:	Maximum flow rate over 1300 m³/hr.
		:	Maximum head over 15 m H₂O.
Circulating pipe		:	300 mm diameter.
Test section		:	300 mm diameter x 750 mm long.
Dynamometer		:	Water brake absorber, 30 kW rating.
Head tank at upstream of test section		:	950 mm diameter x 3 m long.
Tail tank after test section		:	1430 mm diameter x 2.2 m long.
Measuring instruments:
-	Sensors with digital display	:	Pressures
		:	Flow rate and speed
Steel base frame with supports for tanks and pipings, test section platform with ladder.
Power supply		:	380V, 3Ph, 50Hz. Other power supply is available on request.

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BENDING MOMENT IN A FRAME

DEFLECTION OF FRAMES, Computer Assist

DEFLECTION OF FRAMES

SUSPENSION BRIDGE, Computer Assist

SUSPENSION BRIDGE

SIMPLE SUSPENSION BRIDGE, Computer Assist

SIMPLE SUSPENSION BRIDGE

TENSILE MODULUS OF ELASTICITY