Derive continuity equation for one dimensional flow.
[3 marks]Explain briefly followings: (1) Uniform and non-uniform flow (2) Subcritical and supercritical flow
[4 marks]What is priming? Discuss various components of centrifugal pump.
[7 marks]Define hydraulic jump and give its applications.
[3 marks]Describe laminar sub layer and laminar boundary layer.
[4 marks]Derive formulae for calculating head loss due to sudden enlargement in pipe flow.
[7 marks]Atrapezoidal channel has been laid at a longitudinal slope of Iin 1750 and side slope of 1.5:1 (H:V). Calculate bed width and depth of flow, if it carries a discharge of 120 cumecs with depth of flow is 0.75 time width. Take Manning’s coefficient as 0.015.
[7 marks]Explain briefly hydraulic gradient line and total energy line.
[3 marks]Describe rapidly varied flow and gradually varied flow with example.
[4 marks]07 The velocity distribution in the boundary layer is given by, u 3y 1y2 = − U 2δ 2δ2 Where δ is boundary layer thickness. Calculate (1) Ratio of displacement thickness to boundary layer thickness and (2) Ratio of momentum thickness to boundary layer thickness.
[ marks]What is draft tube? State purpose of providing draft tube.
[3 marks]Write a short note on equivalent pipe.
[4 marks]Discuss specific energy curve with its applications.
[7 marks]Explain Reynold’s experiment used to demonstrate laminar and turbulent flow.
[3 marks]Discuss effect of pressure gradient on boundary layer separation.
[4 marks]Prove that the velocity distribution across a pipe section is parabolic and average velocity is half of maximum velocity for laminar flow through circular pipe.1
[7 marks]Define: Unit speed, Unit discharge and Unit power.
[3 marks]Write short note on dimensionless numbers.
[4 marks]Discuss ‘Prandtl mixing length theory’.
[7 marks]Explain geometrical and dynamic similarities..
[3 marks]What is water hammer? Derive an expression for rise of pressure when water flowing through pipe is brought to rest by closing of valve gradually.
[4 marks]Derive dynamic equation of gradually varied flow with assumptions.
[7 marks]Explain different types of efficiencies of hydraulic turbines.
[3 marks]Explain effects of cavitation and precautions against cavitation.
[4 marks]State Buckingham’s π theorem. Describe Buckingham’s π theorem for dimension analysis. How repeating variable selected for π theorem.
[7 marks]