Reciprocating pump refers to the positive displacement pump. The provided pump is solitary acting single cylinder pump comprising of an air vessel. It could be utilized for minimum discharge at greater heads. Preparing is not compulsory since it is a positive displacement pump. Reciprocating pumps are utilized in pumping water in hilly regions. Reciprocating pumps […]
Read More →Pelton Wheel or Pelton Turbine refers to the Tangential Flow Impulse Turbine. This Turbine is basically utilized for High Heads and it was named after its creator, L.A.Pelton. The water strikes the container alongside the curvature of the tangent of the runner. The energy obtainable at the inlet of the turbine is just Kinetic […]
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Francis Turbine refers to an Inward Flow Reaction Turbine consisting Radial Discharge at Outlet that is 0. Modern Francis Turbine is a blended flow type turbine that is Water sips through the runner of the turbine in the radial course and leaves the runner in the axial direction). Radial Flow Turbines refers to those type […]
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Introduction At the point where a specific weight of liquid is made to rotate by the force of an outward source, it is flunked away from the centrifugal axis of rotation and a centrifugal head is rapt which qualifies it to upsurge to a comparatively higher level. In the cases where more content of liquid […]
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Aim: to prove Bernoulli’s Theorem Tool: Stopwatch Measuring tank An apparatus for verification of Bernoulli’s theorem Basics: Bernoulli’s theorem says that for a stream lined, steady, incompressible and exclusive of friction fluid flow, the total of pressure head, velocity head and potential head have to be uniform. Water or any other liquid at constant head […]
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Aim: To conduct Reynold’s experiment for assessment of various regimes of the flow Theory: The flow of real liquids can fundamentally happen under two altogether different regimes in particular laminar and turbulent flow. The laminar flow is described by liquid particles moving as lamina sliding over each other, with the end goal that at any […]
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Objective: (i) For ascertaining the coefficient of expulsion (Cd) of the specified notch for diverse rates of flow (ii) To standardize the notch (by shaping the constants K and n, presuming the actual discharge Qa = K Hw) (iii) To plot the specified graphs: Cd Vs Hw. Log Qa Vs Log Hw (to locate K and n value) Qa Vs HHg (by […]
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In spite of the challenges, the International Congress on Large Dams (ICOLD) and its national offshoots, for instance, the United States Committee on Large Dams (USCOLD) and the Australian Committee on Large Dams (ANCOLD), have dedicated a lot of consideration regarding arranging data on dam failures and their causes. These are intentional expert social orders, […]
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Objective: (i) To standardize the tool (by assessing the constants K and n, presuming the actual discharge Qa = K HHg n ) (ii) To decide on the coefficient of discharge (Cd) of specified Venturi meter for diverse rates of flow. (iii) To assess the difference of Cd and discharge in regards to the head by plotting the […]
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Aim: To ascertain the Darcy’s and Chezy’s constant for the specified pipes To plot the specified graph: Darcy’s constant ‘f’ vs Reynold’s number Chezy’s constant ‘C’ vs Reynold’s number Equipment: a) Pipes of 15, 20, 25 and 32 mm diameters ‘D’ of longitude ‘L’ 3 m with flow control valve in all of the pipe. […]
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