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ENGG. EDUCATIONAL eQUIP.
SPECIAL PURPOSE MACHINES
 
FLUID MACHANICS - HYDRAULICS ( HYB, WT, TIF, LOF )
 

 
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HYDRAULIC BENCH WITH    Impact of Jet . ( H Y B 01 )
RANGE OF EXPERIMENTS.

To determine coefficient of impact for the vane.

     
 
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Flow Measurement by Venturimeter & Orifice meter . ( H Y B 02 )
RANGE OF EXPERIMENTS.

1. To calibrate Orificemeter (determination of Cd ).
2. To calibrate Venturimeter ( determination of Cd ).

     
 
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Pipe Friction Apparatus .( H Y B 03 )
RANGE OF EXPERIMENTS.

Determination of coefficient of friction of
GI pipe :1”&½”
Cu pipe :1”
Al pipe :1”

     
 
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Orifice & Mouthpiece Apparatus . ( H Y B 04 )
RANGE OF EXPERIMENTS.

1. To determine the hydraulic coefficients such as:
a.. Coefficient of discharge, Cd.
b. Coefficient of velocity, Cv.

     
 
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Bernoulli's Theorem Apparatus .( H Y B 05 )
RANGE OF EXPERIMENTS.

1. Bernoulli's theorem for the flow of real liquid can be verified.

2. Hydraulic grade line &the total energy line along the flow Section can be plotted &can be studied.


     
 
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Notch Apparatus .( H Y B 06 )
RANGE OF EXPERIMENTS.

1. To determine co-efficient of discharge ( Cd ) through -

V “ notch.
Rectangular notch.
Trapezoidal notch.

     
 
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Losses in Pipe .( H Y B 07 )
RANGE OF EXPERIMENTS.

1. To determine loss of head due to sudden contraction.
2. To determine loss of head due to enlargement.
3. To determine loss of head in an elbow.
4. To determine loss of head in a bend

     
 
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Free And Forced Vortex Flow .( H Y B 08 )
RANGE OF EXPERIMENTS.

1. To visualize the forced & free vortex phenomenon.

2. To plot the shape of vortex profile i.e. vertical height vs horizontal radius.

     
 
 
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Tilting Flume - 2 MTR. ( H Y B 09 )
RANGE OF EXPERIMENTS.
     
 
 
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Pressure Measurement Apparatus .( H Y B 10 )
RANGE OF EXPERIMENTS.
     
 
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Reynolds apparatus .( H Y B 11 )
RANGE OF EXPERIMENTS.

1. To determine the Reynolds number & hence the type of flow either laminar or turbulent.
2. To determine upper & lower critical Reynolds numbers and velocities.


     
 
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WIND TUNNEL . Test Section :150 / 150 / 1000.( W T 01 )
RANGE OF EXPERIMENTS.
     
 
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WIND TUNNEL:Test Section . 300 / 300 / 1000( W T 02 )
RANGE OF EXPERIMENTS.

1. To plot characteristics curves for wind tunnel.
a) Velocity Curve.
b) Kinetic Energy Curve.
2. To Study pressure distribution around.
a) Aerofoil symmetrical and unsymmetrical. b) Cylinder, c) Flat plate.
3. To measure lift and drag on Aerofoil Model / Sphere Model / Flat Plate.
     
 
 
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TILTING FLUME : 4 mtr. Long ( Open/Close Circuit )( T I F 01 )
RANGE OF EXPERIMENTS.

1. To study flow over notches.
2. To study Hydraulic pump.
3. To study flow over weirs.
4. To study flow through Venturiflume.
5. To study specific energy curves.
     
 
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Tilting Flume - 6 mtr. Long ( Open/Close Circuit )( T I F 03 )
RANGE OF EXPERIMENTS.

1) Use of hook and point gauges to measure water level.
2) Use of a Pitot-static tube to measure flow rate.
3) Learning how to apply force-momentum and steady flow energy equations to simple flow situations.
4) Understanding the relationship between water level above the crest of a weir and flow rate over the weir.
5) Using hydraulic structures to control level, e.g. syphon spillways.
6) Understanding sub-and super-critical flow.
7) Characteristics of waves.
8) Hydraulic jump.
9) Using hydraulic structures for control of flow e.g. sluice gate.
10) Applying and understanding Manning's formula.
11) Measurement of velocity profiles.

     
 
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Tilting Flume - 10 mtr. Long ( Open Circuit )( T I F 04 )
RANGE OF EXPERIMENTS.

1. Study of Open Channel flow with slope.
2. Study of Specific Energy Curve.
3. Study of Hydraulic Jump.
4. Study of Nappe Profiles over a Sharp Crested Weir.
5. Calibration of Sharp Crested, Broad Crested and Ogee Weir.
6. Calibration of a Venturi Flume.
     
 
 
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Hydraulic Ram . Tilting Flume - 15 mtr. Long ( Open Circuit )( T I F 05 )
RANGE OF EXPERIMENTS.

1. Study of Open Channel flow with slope.
2. Study of Specific Energy Curve.
3. Study of Hydraulic Jump.
4. Study of Nappe Profiles over a Sharp Crested Weir.
5. Calibration of Sharp Crested, Broad Crested and Ogee Weir.
6. Calibration of a Venturi Flume.

     
 
 
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Tilting Flume - 20 mtr. Long ( Open Circuit )( T I F 06 )
RANGE OF EXPERIMENTS.

1. Study of Open Channel flow with variation in bed slope.
2. Study of Specific Energy Curve by pitot tube (optional).
3. Study of Hydraulic Jump.
4. Flow over a Broad Crested Weir.
5. Determination of Coefficient of Discharge for Venturi Flume.

     
 
 
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Tilting Flume - 7 mtr. Long ( Open Circuit )( T I F 07 )
RANGE OF EXPERIMENTS.

1) Use of hook and point gauges to measure water level.
2) Use of a Pitot-static tube to measure flow rate.
3) Learning how to apply force-momentum and steady flow energy equations to simple flow situations.
4) Understanding the relationship between water level above the crest of a weir and flow rate over the weir.
5) Using hydraulic structures to control level, e.g. syphon spillways
6) Understanding sub-and super-critical flow.
7) Characteristics of waves.
8) Hydraulic jump.
9) Using hydraulic structures for control of flow e.g. sluice gate.
10) Applying and understanding Manning's formula.
11) Measurement of velocity profiles.

     
 
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Loading Frame ( L O F )
RANGE OF EXPERIMENTS.



     
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