Uploaded by Sarwar Mzory

discharge unnder a sluice gate

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University of Duhok
College of Engineering
Civil Department
Concrete Technology-Practical
Concrete Laboratory
A REPORT ABOUT
Normal Consistency of Hydraulic Cement
Submitted by: sarwar hussain ali
Group: A2
Testing Date: 15/10/2018
Submission Date: 22/10/201
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Introduction
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Sluice gates are used for controlling and measuring flow rates in open
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channels and rivers, mainly in connection to hydro power plants
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Water flows under a sluice gate with an opening height of 0.4 m. The width of the
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sluice is 3 m and the height from the water surface to the bottom of the sluice is 10 m
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A sluice gate is an opening in a hydraulic structure used for controlling the discharge. Fig. 1
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shows flow through a sluice gate with no side or bottom contraction. Downstream free flow
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occurs at a (relatively) large ratio of upstream depth to the gate-opening height.However,
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submerged flow at the downstream would occur for low values of this ratio. For a freely
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issuing stream from a sluice gate, the water surface is quite smooth whereas for a
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submerged flow, the corresponding flow profile is extremely rough
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1. Materials:
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1. Potable water
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2. Ordinary Portland cement (OPC)
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2. Equipment:
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1. Sensitive balance.
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2. Graduate Cylinder.
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3. Vicat apparatus (having plunger 10mm∓1mm and 300gm as a total
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weight).
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4. Vicat mold.
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5. Mixing bowl or pan.
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6. Trowel.
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7. Glass plate.
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8. Hand covers (plastic gloves).
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3. Procedures
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1) A 500gm sample of cement is prepared.
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2) The amount of water required for mixing is determined from several trials
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of different W/C ratios.
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3) A mechanical mixer is used for mixing as described in ASTM.
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4) The dry paddle and the dry bowl are placed in the mixing position in the
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mixer, then a batch of cement is added and mixing is done as follows:
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a) Place all the mixing water in the bowl.
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b) Cement is added to the water and is allowed 30 seconds for the
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absorption of water.
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c) Start the mixer at a low speed for 30 seconds.
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d) After that, the mixer is stopped for 15 seconds and any paste that
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may have been collected to the sides of the bowl is scrapped down
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into the batch.
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e) Start the mixer again at a medium speed for a minute.
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5) After mixing, the paste is removed from the bowl and pressed into the
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large end of the Vicat mold. The excess paste at the large end is scrapped
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off with a trowel and then the large end is placed down on a glass plate.
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6) The excess paste at the small end is also scrapped off with a trowel
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7) During the scrapping and smoothing processes you have to be careful not
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to compress the paste.
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8) The paste is centered confined in the ring, resting on the plate. Under the
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rod, the plunger end shall be brought in contact with the cement paste and
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the screw is then tightened
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9) The movable indicator is set to the upper zero mark of the scale and the
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rod is released immediately after that.
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10)
The paste will be of normal consistency when the rod settles
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6mm±1mm below the original surface in 30 seconds after being released.
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4. Observations and Results
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Group No.
Weight of
W/C
Amount of
Penetration
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Cement
added water
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B.1
500gm
0.25%
125mm
25mm
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B.2
500gm
0.27%
135mm
9mm
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5.
Discussion and Conclusion
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from the foregoing developments, the following conclusions are drawn:
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1.Criteria for the existenceof submerged and free flows through a sluice
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gate have been evolved.
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2.High-accuracy discharge coefficient equations for submerged and freeflowshave been obtained.
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3.Algorithms for solution of practical problems of thesluice gate oper ati on have been given.
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