Formula sheet No explanation is made on purpose Do not assume that you need to use every formula In this test always assume that K entrance = 0.5, K exit.

Slides:



Advertisements
Similar presentations
Aula Teórica 17 Equação de Evolução da Energia Mecânica.
Advertisements

Basic Governing Differential Equations
CTC 261 Bernoulli’s Equation.
Pharos University ME 259 Fluid Mechanics for Electrical Students Revision for Mid-Term Exam Dr. A. Shibl.
The Bernoulli Equation - Work and Energy
Flow Over Notches and Weirs
Lecture 20 Discussion. [1] A rectangular coil of 150 loops forms a closed circuit with a resistance of 5 and measures 0.2 m wide by 0.1 m deep, as shown.
HYDRAULIC 1 CVE 303.
Forces on Submerged Surfaces in Static Fluids
Fluid Dynamics.
Static Surface Forces hinge water ? 8 m 4 m . Static Surface Forces ä Forces on plane areas ä Forces on curved surfaces ä Buoyant force ä Stability of.
Monroe L. Weber-Shirk S chool of Civil and Environmental Engineering Basic Governing Differential Equations CEE 331 June 12, 2015.
Voller’s Questions Answer all questions Answer (including all work) on question sheet All questions are equally weighted and make up ½ of the total points.
Forces on Submerged surfaces—plane surfaces Problem consider a plane surface of area A Draw an y and x axis passing through the centroid x y Place surface.
Negative if into control volume Positive if out of control volume In simple unidirectional flow casesIn general Unit normal pointing out from control volume.
Hinge Statics ? Surface Forces.
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 9: FLOWS IN PIPE
Static Surface Forces hinge water ? 8 m 4 m . Static Surface Forces ä Forces on plane areas ä Forces on curved surfaces ä Buoyant force ä Stability submerged.
Static Surface Forces hinge 8 m water ? 4 m.
Fluid Mechanics Wrap Up CEE 331 June 27, 2015 CEE 331 June 27, 2015 
Monroe L. Weber-Shirk S chool of Civil and Environmental Engineeringhinge ? Statics Surface Forces 
If there is no change in friction or slope as we move down stream
Forces Acting on a Control Volume Body forces: Act through the entire body of the control volume: gravity, electric, and magnetic forces. Surface forces:
1 Example of Groundwater Primer - Yours will be fluid mechanics primer – see homework assignment sheet
3502 Review Water Flows from left to right through the restriction. Given the geometric measures of height h and diameter D Write down all the equations.
Monroe L. Weber-Shirk S chool of Civil and Environmental Engineering Basic Governing Differential Equations CEE 331 July 14, 2015 CEE 331 July 14, 2015.
Hinge Statics ? Surface Forces.
Fluid mechanics 3.1 – key points
FE Hydraulics/Fluid Mechanics Review
Core Ag Engineering Principles – Session 1
MECHANICS OF MATERIALS 7th Edition
Forces Due to Static Fluid
Chapter 6: Momentum Analysis of Flow Systems
Momentum. NEWTON’S LAWS Newton’s laws are relations between motions of bodies and the forces acting on them. –First law: a body at rest remains at rest,
Application of the Momentum Equation
SURVIVAL MODE Quiz 3 –
Air Pocket 8th problem. A vertical air jet from a straw produces a cavity on a water surface. What parameters determine the volume and the depth of the.
R. Field 10/29/2013 University of Florida PHY 2053Page 1 Ideal Fluids in Motion Bernoulli’s Equation: The Equation of Continuity: Steady Flow, Incompressible.
Unit: V-Flow Through Pipes. Flow Through Pipes  Major Energy Losses - Darcy-Weisbach Formula - Chezy’s Formula  Minor Energy Losses -Sudden expansion.
Unit: IV-Fluid Dynamic
Viscous Flow.
Ch Ch.15 Term 061. Ch-12  T061  Q16. The volume of a solid Aluminum sphere at the sea level is V = 1.0 m3. This sphere is placed at a depth of.
CTC 450 Bernoulli’s Equation EGL/HGL.
ENT 153 TUTORIAL 1.
Monday, November 9, 1998 Chapter 9: Archimedes’ principle compressibility bulk modulus fluids & Bernoulli’s equation.
Forces due to Static Fluids
FLUID STATICS HYDROSTATIC FORCES AND BUOYANCY
Elementary Mechanics of Fluids CE 319 F Daene McKinney Momentum Equation.
Statika Fluida Section 3. Fluid Dynamics Objectives Introduce concepts necessary to analyse fluids in motion Identify differences between Steady/unsteady.
UNIVERSITY OF GUYANA FACULTY OF NATURAL SCIENCES DEPART. OF MATH, PHYS & STATS PHY 110 – PHYSICS FOR ENGINEERS LECTURE 14 (THURSDAY, DECEMBER 8, 2011)
The Hoover - USA. The Three Gorges - China Thrust on an immersed plane surface P5calculate the resultant thrust and overturning moment on a vertical.
Basic equations of fluid flow. The principles of physics most useful in the applications of the fluid mechanics are mass- balance, or continuity ; the.
SUGGESTED MINIMUM KNOWLEDGE OF FLUID MECHANICS AND FOR FE EXAM
Momentum Equation and its Applications
PRESENTED BY : TAILOR SHIVOM R. ( ) GUIDED BY:- PROF. P.M BARIA GOVERNMENT ENGINEERING COLLEGE, DAHOD CIVIL ENGINEERING DEPARTMENT ACTIVE LEARNING.
Chapter 6: Momentum Analysis of Flow Systems
60 1. What is the mass M in the system as given in the
Pimpri Chinchwad polytechnics
Internal Incompressible
Shear in Straight Members Shear Formula Shear Stresses in Beams
Chemical Engineering Explained
KINEMATICS 1. A nozzle is so shaped that the velocity of flow along the centre line changes linearly from 1.5 m/s to 15 m/s in a distance of m. Determine.
Chapter 4. Analysis of Flows in Pipes
Viscous Flow in Pipes.
CTC 450 Bernoulli’s Equation EGL/HGL.
Control volume approach (검사체적 방법)
Example 2.7 Find the magnitude of the resultant force on this vertical wall of a tank which has oil, of relative density 0.8, floating on water.
 More Fluids  November 30,  More Fluids  November 30, 2010.
Example 2.7 Find the magnitude of the resultant force on this vertical wall of a tank which has oil, of relative density 0.8, floating on water.
Chapter 9 Analysis of a Differential Fluid Element in Laminar Flow
Presentation transcript:

Formula sheet No explanation is made on purpose Do not assume that you need to use every formula In this test always assume that K entrance = 0.5, K exit =1, K bend = 0.25 If the flow in the pipe is in fully developed turbulence In direction along contact surface In this test assume that You are expected to know the Energy, and Momentum balances In a two dimensional velocity field If C = 0 velocity can be expressed in terns of a velocity potential If D= 0 velocity can be expressed in terns of a stream function Power At 100% eff =

Calculate the average capillary rise of water (  = 9810 N/m 3 ) between two vertical plates spaced 1mm apart. (  = N/m) The plate one the left is normal glass with a contact angle of 0 o The plate on the right is surface treated glass with a contact angle of 60 0 Voller 1 Capillary force F, balance weight of liquid W For unit width into page

Voller 2 The figure shows the cross-section of a submerged hinged gate ( weight 100 kN) in water (  = 9810 N/m 3 ). The gate has an area of A = 4 m 2 And a geometry such that the centroid axis (parallel to the hinge and into the page) is a slant distance 2 m below the hinge and The line of action of the center of pressure is a slant distance of 2.5 m below the hinge Determine the height of water h required to just open the gate h

Voller 3 The water (  = 1000 kg/m 3 ) in a jet of area A = 0.05 m 2 is deflected by a cone. If an external horizontal force of F x = -1kN (acting to the left) is applied to the cone Calculate, assuming the cone moves in the horizontal direction, the magnitude of the velocity of the cone relative to the water jet (i.e., the value of V jet -V cone ) Momentum balance

turbine 10 m 110 m A B Voller 4 Water (  = 9810 N/m 3 ) flows from Tank A to Tank B at discharge of Q = 1 m 3 /s Through a pipe of Length 1000 m Diameter 0.5 m Surface roughness 0.1 mm Before entering Tank B the water is directed through a turbine with an 80% efficiency Assuming that the flow in the pipe is fully developed turbulence and approximating the Cross section as = 0.2 m 2 calculate the power drawn from the turbine. K entrance = 0.5, K exit =1, K bend = 0.25 Power At 100% eff = Energy from A to B