Fluid Mechanics Experiment

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Experiment 2 Investigating Bernoulli’s Theorem Objective: To observe the energy lesson and calculate the discharge venturi meter, orifice plate meter and rotameter. Introduction: The TecQuipment H10 Flow-Measuring Apparatus is designed to familiarize students with the typical method of measuring the discharge of an essentially incompressible fluid, whilst giving applications of the Steady-Flow Energy Equation and Bernoulli’s Equation. The discharge is determinate using a venturimeter, an orifice plate meter and a rotameter. Head losses associated with each meter are determinate and compared as well as those arising in a rapid enlargement and a 90º elbow. The unit is designed for use with the TecQuipment H10 or H1D Hydraulic Bench, which provides the necessary liquid service and evaluation of flow rate. Description of Apparatus: Water from the Hydraulic Bench enter the equipment through a venturi meter, which consists of gradually-converging section, followed by a throat, and a long gradually-diverging section. After a change in cross-section in flows through an orifice plate meter. This is manufactured in accordance with BS1042, from a plate with a hole of reduced diameter through which the fluids flows. Following a further settling length and a right-angle bend, the flow enter the rotameter. This consists of a transparent tube in which a float takes up an equilibrium position. The position of this float is a measure of the flow rate. After the rotameter the water returns via a control valve to the Hydraulic Bench, where the flow rate can be evaluated. The

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Investigating Bernoulli's Theorem

Transcript of Fluid Mechanics Experiment

Experiment 2Investigating Bernoullis Theorem Objective: To observe the energy lesson and calculate the discharge venturi meter, orifice plate meter and rotameter.Introduction: The TecQuipment H10 Flow-easuring !pparatus is designed to familiari"e students with thetypical method of measuring the discharge of an essentially incompressible fluid, whilst givingapplicationsofthe#teady-Flow$nergy$%uationand&ernoulli's$%uation. Thedischargeisdeterminate using a venturimeter, an orifice plate meter and a rotameter. Head losses associatedwith each meter are determinate and compared as well as those arising in a rapid enlargementand a (0) elbow.Theunit is designedfor usewiththeTecQuipment H10or H1*Hydraulic&ench, whichprovides the necessary li%uid service and evaluation of flow rate.Description of pparatus:+ater from the Hydraulic &ench enter the e%uipment through a venturi meter, which consists ofgradually-converging section, followed by a throat, and a long gradually-diverging section. !fterachangeincross-sectioninflows throughanorificeplatemeter. This is manufacturedinaccordance with ,-, from a plate with a hole of reduced diameter through which the fluidsflows.Followingafurthersettlinglengthanda right-anglebend,theflowenter therotameter. Thisconsists of a transparent tube in which a float ta.es up an e%uilibrium position. The position ofthis float is a measure of the flow rate.!fter the rotameter the water returns via a control valve to the Hydraulic &ench, where the flowratecanbeevaluated. Thee%uipment hasninepressuretappings/! to01, eachofwhichisconnected to its own manometer for immediate read out.Installation and !reparation:+ith the air purge-valve closed, close the main valve fully then open it by appro2imately134.#witch on the bench and slowly open bench valve until water starts to flows. !llow the H10 tofill the water then open the bench fully, and then close the main valve. 5ouple the hand pump tothepurgevalveandpumpdownuntil all themanometerreadappro2imately-00--60mm.*islodge and entrapped air from the manometer by gentle tapping with the fingers. 5hec. thatthe water levels are constant. ! steady rise in levels will be seen if the purge valve is lea.ing.5hec.that thetubeferrulesandthetopmanifoldarefreefromwaterbloc.age, whichwillsuppress the manometer level. Ferrules bloc.age can be cleared by a sharp burst of pressure fromthe hand pump.Theor": 1p37g 8 -1V 8 1z 9 -p37g 8 gV--- 8 -z 8 :1-H+here;3 7g9 hydrostatic head-g