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Download GTU BE/B.Tech 2019 Winter 3rd Sem Old 130101 Fluid Mechanics Question Paper

Download GTU (Gujarat Technological University) BE/BTech (Bachelor of Engineering / Bachelor of Technology) 2019 Winter 3rd Sem Old 130101 Fluid Mechanics Previous Question Paper

This post was last modified on 20 February 2020

GTU BE/B.Tech 2019 Winter Question Papers || Gujarat Technological University


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Subject Code: 130101

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GUJARAT TECHNOLOGICAL UNIVERSITY

BE - SEMESTER-III (Old) EXAMINATION - WINTER 2019

Subject Name: Fluid Mechanics

Time: 02:30 PM TO 05:00 PM

Instructions:

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  1. Attempt all questions.
  2. Make suitable assumptions wherever necessary.
  3. Figures to the right indicate full marks.
Q.1 (a) Define Following Terms 07
(1) Mass density (2) Specific volume (3) Specific gravity
(4) Capillarity (5) Dynamic viscosity (6) Compressibility (7) Surface tension
(b) A 50 mm diameter shaft rotates with 500 rpm in a 80mm long journal bearing with 51mm internal diameter. The annular space between the shaft and bearing is filled with lubricating oil of dynamic viscosity 1 poise. Determine the torque required and power absorbed to overcome friction. 07
Q.2 (a) Explain different types of manometers and explain the working of differential U-tube manometer. 07
(b) State and Prove Pascal’s law 07
OR
Explain the condition of stability for a submerged and floating body with neat diagram.
Q.3 (a) Derive an expression for continuity for 3-D flow and reduce it for steady incompressible 2-D flow in Cartesian coordinate system. 07
(b) Define Buoyancy and centre of buoyancy. Calculate the volume of water displaced and position of centre of buoyancy for a wooden block (density 680 kg/m3) of width 3m and depth 2m, when it flows horizontally in water. The length of wooden block is 5m. 07
OR
Define total hydrostatic force and centre of pressure. Derive an expression for both when the surface is vertically immersed.
Q.4 (a) Explain the construction and working of a Venturimeter and also derive an expression for the discharge through it. 07
(b) Define notch and weir. Derive an expression for discharge over triangular notch. 07
The head of water over an orifice of diameter 7.5 cm is 7.5 m. The jet of water coming out from the orifice is collected in a tank having cross-sectional area of 1 m x 1 m. The rise of water level in this tank is 0.87 m in 25 seconds. The coordinates of a point on the jet measured from venacontracta are 3.75 m horizontal and 0.5 m vertical. Find the co-efficient of discharge, co-efficient of velocity and coefficient of contraction.
OR
Derive Darcy Weisbach equation with usual notation.
Q.5 (a) Define circulation and velocity potential function. Explain flow net and state the importance of flow net. 07
(b) Derive an expression for velocity distribution for viscous flow through circular pipe. Also sketch the velocity distribution and shear stress distribution across a section of the pipe. 07
OR
State the different methods for measurement of viscosity. Explain any one of them.
Q.5 (a) State Buckingham’s p theorem. What do you mean by repeating variables? How are the repeating variables selected in dimensional analysis? 07
(b) State Bernoulli’s theorem for compressible fluid flow and derive an expression for the same when the process is adiabatic. 07

Date: 26/11/2019

Total Marks: 70

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