Enlist types of loses in pipes.
[3 marks]Write the differences between pipe flow and open channel flow?
[4 marks]Derive the Darcy-Weisbach equation for calculating head loss due to friction
[7 marks]Explain hydraulically smooth and rough pipes
[3 marks]Define boundary layer, laminar sub-layer, displacement thickness and momentum thickness
[4 marks]Ahorizontal pipe of diameter 500 mm is suddenly contracted to diameter of 250 mm. The pressure intensity in larger and smaller pipes are given as 18.5 N/cm2 and 12.5 N/cm2 . If C = 0.62 find loss of head due to sudden c contraction and discharge of water formula for the loss of head due to friction in pipe line.
[7 marks]Calculate the head loss due to friction using Darcy Equation and power required to maintain 50 liters per second of liquid flow through a steel pipe 0.08 m radius and 750 m long. Take Sp. Gravity of the liquid = 0.80 and co-efficient of friction f=0.0025.
[7 marks]Write the assumptions made in derivation of the Dynamic Equation of the Gradually varied flow
[3 marks]Explain the Manning’s formula in open channel flow
[4 marks]Design the optimum trapezoidal channel has side slopes of horizontal to 4 vertical and slope of its bed is 1 in 2500, if it is to carry water at 0.7 m3 /s. Take Chezy’s constant as 60
[7 marks]Define
[3 marks]Cavitation (ii) Prandtl Mixing length (iii) Water Hammer
[ marks]Enlist the important applications of Navier-stoke equations
[4 marks]Explain with diagram the Specific Energy Curve and Discharge Curve and derive the mathematical expression for minimum specific energy and maximum discharge in terms of depth of flow
[7 marks]What is priming? Why is it necessary in centrifugal pump?
[3 marks]Discuss the phenomenon of boundary layer separation.
[4 marks]Explain the principal and working of a centrifugal pump with a neat sketch. OR1
[7 marks]Derive the expression for displacement thickness.
[3 marks]Define hydraulic jump? Discuss the types of jump based on Froude number
[4 marks]Prove that for the most economic section of a trapezoidal channel is: “half of the top width is equal to one of the sloping sides”
[7 marks]Define: Mechanical efficiency and Hydraulic efficiency
[3 marks]Compare Impulse turbine and Reaction Turbine.
[4 marks]Explain construction and working of a pelton wheel
[7 marks]Discuss briefly various similarities between the model and the prototype.
[3 marks]Discuss the Distorted and Undistorted Models. What are the merits and demerits of Distorted Models?
[4 marks]Explain the Buckingham’s ᴨ- theorem for dimensional analysis
[7 marks]