Variable Headmeter
- 1. VARIABLE HEAD METERS Guided By: Presented By : Shivang Bansal Mr. Rahul Bhargava (0818CM141011)
- 3. Working principle and construction : The velocity distribution across a section can be obtained with help of a pitot tube, which is one of the most accurate device for velocity measurement. It consist of a glass tube in form of 90˚ bend of short length open at both of its ends. It is placed in flow with its bent leg directed upstream so that a stagnation point is created immediately in front of opening . The kinetic energy at this point gets converted into potential energy causing the liquid to rise in vertical limb, to a height equal to the stagnation pressure. Applying Bernoulli's equation between stagnation point (s) & point(p) in undistributed flow at the same horizontal plane, we get: Po /W + v2 /2g = Ps /w OR ho + v2/2g = hs Po & Ps = pressure at point ‘P’ & point ‘S’ V = free flow velocity ΔH = dynamic pressure The height of liquid rise indicates stagnant pressure head . it can also be measured with the help of piezometer.
- 4. Advantage:- 1. Negligible loss of heat when pitot tube is inserted in the pipe. 2. Uses costly as compared to venturimeter or orificemeter. 3. Easy to install & remove from the pipeline. Disadvantages:- 1. Poor accuracy. 2. Unsuitable for dirty or sticky liquids. 3. Requires high flow velocity of about 15m/s to produce measureable heats. 4. Sensitive to upstream disturbance to reynolds number changes and to dimension errors. 5. Cannot be used for industrial application which require an instant readout.
- 5. Orificemeter:- Is an opening usually round located in the side wall of tank or reservoir for measuring flow of liquid. The main feature is that most of the potential energy of liquid is converted into kinetic energy of free jet issuing through the orifice. Also used for flow measurement in a pipe.
- 6. It consist of a flat circular plate having a circular sharp edged hole concentric with the pipe. The diameter of orifice may vary from 0.4-0.8 times the diameter of pipe but its value is generally chosen is 0.5. A differential manometer is connected at section 1 which is at a distance to 1.5-2 times the pipe diameter upstream from the orifice plate , and at section 2 which is at a distance of about half the diameter of orifice from orifice plate from downstream side. Jet coming out of orifice plate gradually expands from vena contracta to fill the pipe. Figure shows the location of vena contracta point. A part of kinetic energy of the jet is converted into point using eddy currents causing dissipation of energy and loss of head.
- 7. Disadvantages:- 1. Low coefficient of discharge. 2. Poor pressure recovery. 3. Susceptible to inaccuracies resulting from erosion, corrosion and sealing. 4. Lower physical strength orifices are likely to be damaged by pressure transients. 1. Low initial cost. 2. Easy to install. 3. Simple and less expensive maintenance as compared with venturimeter. 4. Requires less spaces as compared to a venturimeter. 5. Can be used in wide range of pipe sizes(1.25-1.50cm) Advantages:-
- 9. Working : It consist of a short converging conical tube which has a total included angle of 21 ± 1° leading to a cylindrical portion of short length, known as throat. It is followed by diverging section known as diffuser having a total included angle 5° to 7° . The pressure difference measure between the entry section 1 and the throat section 2, usually by means of a U-tube manometer. The axis of Venturimeter may be horizontal or inclined or vertical. Area of flow in divergent section is increased gradually to avoid separation of flow and reduce friction losses. The value of coefficient of discharge varies from 0.95 to 0.99.
- 10. Disadvantages of Venturimeter : Highly expensive. Occupies considerable space. Cannot be altered for measuring pressure beyond a maximum velocity.
- 11. Difference between orifice meter and venturi meter : The orifice plate can easily be changed to accomodate widely different flow rates, whereas the throat diameter of a venturi is fixed, so that its range of flow rates is circumscribed by the practical limits of Dp. The orifice meter has a large permanent loss of pressure because of the presence of eddies on the downstream side of the orifice-plate; the shape of the venturi meter prevents the formation os these eddies and greatly reduces the permanent loss. The orifice is cheap and easy to install. The venturi meter is expensive, as it must be carefully proportioned and fabricated. A home made orifice is often entirely satisfactory, whereas a venturi meter is practically always purchased from an instrument dealer.
- 12. On the other hand, the head lost in the orifice for the same conditions as in the venturi is many times greater. The power lost is proportionally greater, and, when an orifice is inserted in a line carrying fluid continuously over long periods of time, the cost of the power may be out of all proportion to the saving in first cost. Orifices are therefore best used for testing purposes or other cases where the power lost is not a factor, as in steam lines. However, in spite of considerations of power loss, orifices are widely used, partly because of their greater flexibility, because installing a new orifice plate with a different opening is a simpler matter. The venturi meter can not be so altered. Venturi meters are used only for permanent installations. It should be noted that for a given pipe diameter and a given diameter of orifice opening or venturi throat, the reading of the venturi meter for a given velocity is to the reading of the orifice as (0.61/0.98)2, or 1:2.58.(i.e. orifice meter will show higher manometer reading for a given velocity than venturi meter).
- 13. Weir : A weir basically an obstruction in the flow path in an open channel. The weir will cause an increase in the water depth as the water flows over the weir. In general, the greater the flow rate, the greater will be the increase in depth of flow. The height of water above the top of the weir is the measurement usually used to correlate with flow rate.
- 14. Drawbacks of Weirs : A weir will artificially reduce the upstream water velocity, which can lead to an increase in siltation. Weirs can also have an effect on local fauna. Even though the water around weirs can often appear relatively calm, they can be extremely dangerous places to boat, swim or wade, as the circulation patterns on the downstream side – typically called a HYDRAULIC JUMP – can submerge a person indefinitely. This phenomenon is so well known to persons who spend time on rivers that they even have a rueful name for weirs : “ Drowning Machines”. The weir can become a point where garbage and other debits accumulate.
- 15. Notches : A notches is defined as an opening in the side of a vessel or tank in such a manner that the liquid surface in the tank. A notch is generally made of metallic plate. It is used for measuring the discharge rate of a liquid from a small channel or tank.
- 16. Flumes : A flume is a man made channel for water, in the form of an open declined gravity channel whose walls are raised above the surrounding terrain, in contrast to a trench or ditch. Some varieties of flumes are used in measuring water flow of a larger channel.
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