ENTC 303: Announcements - PowerPoint PPT Presentation

1 / 21
About This Presentation
Title:

ENTC 303: Announcements

Description:

4.16, 4.17, forces on rectangular walls (vertical & inclined) ... Pneumatics. Irrigation system in agriculture. Definitions. Volume (Volumetric) Flow Rate ... – PowerPoint PPT presentation

Number of Views:80
Avg rating:3.0/5.0
Slides: 22
Provided by: alva48
Category:

less

Transcript and Presenter's Notes

Title: ENTC 303: Announcements


1
ENTC 303 Announcements
  • Homework assignment No.2 due today
  • Homework assignment No.3
  • From Mott
  • 4.1, 4.4, forces due to gas pressure
  • 4.12, forces on horizontal flat surfaces under
    liquids
  • 4.16, 4.17, forces on rectangular walls (vertical
    inclined)
  • 4.28, 4.29, forces on submerged plane areas
  • 4.46, piezometric head (added to 4.28)
  • 4.48, 4.49, forces on curved surfaces
  • 4.56, piezometric head (added to 4.48)
  • 5.4, 5.8, 5.16, 5.24, 5.25, buoyancy
  • Due next Thursday, Sept 18th before class
  • For more information, go to
  • http//etidweb.tamu.edu/classes/entc303/

2
Chapter 6 Flow of Fluids
  • Example of fluid flow systems
  • Fire sprinkler system
  • Water distribution system in the house, city etc.
  • Cooling systems (refrigerants, brines, chilled
    water, etc.)
  • Fluid Power System
  • Hydraulics
  • Pneumatics
  • Irrigation system in agriculture

3
Definitions
  • Volume (Volumetric) Flow Rate
  • Q Cross Sectional AreaAverage Velocity of the
    fluid
  • Q Av
  • Weight Flow Rate
  • W gQ
  • Mass Flow Rate
  • M rQ

v
Q Volume/Unit time Q AreaDistance/Unit Time
Volume
4
Units and Conversion Factors
  • Q m3/sec, ft3/sec
  • W N/sec, lb/sec
  • M kg/sec, slugs/sec
  • Volume Flow Rate
  • 1 L/min 0.06 m3/h
  • 1 m3/sec 60,000 L/min
  • 1 gal/min 3.785 L/min
  • 1 ft3/sec 449 gal/min

5
Typical Volume Flow Rates
6
Key Principles in Fluid Flow
  • Continuity for any fluid (gas or liquid)
  • Mass flow rate In Mass Flow Rate out
  • M1 M2
  • r1A1v1 r2A2v2
  • Continuity for liquids
  • Q1 Q2
  • A1v1 A2v2

M1
M2
7
Example
  • If d1 and d2 are 50 mm and 100 mm, respectively,
    and water at 70 C is flowing at 8 m/sec in
    section 1, determine v2, Q, W, M.

v1
v2
d2
1
2
d1
8
Pipe and Tubing
  • Steel Pipes General Purpose and come in standard
    sizes (specific thickness and diameter)
  • Steel Tubing Fluid power systems, condensers,
    heat exchangers. Sizes designated by outside
    diameter and thickness. Typical sizes 1/8 2
    inches.
  • Copper Tubing Plumbing, compressed and
    refrigeration lines. Types K and L. Type K is
    thicker than type L.

9
Pipe and Tubing
  • Ductile Iron Pipe Water, gas, sewage.
  • Other types PVC, brass, concrete, nylon, etc.
    Used in corrosive environments or in special
    applications (labs, manufacturing plants, etc.)

10
Recommended Velocity of Flow in Pipe or Tubing
  • To minimize internal erosion, Figure 6-2 and
    Table in page 164 in Mott
  • For same flow rate (Q) smaller diameter means
    higher velocity and vice versa

For same Flow Rate, Q
Recommended Range of Velocity
11
Example
  • Determine the maximum allowable volume flow rate
    in L/min that can be carried through a standard
    steel tube with an outside diameter of 1-1/4 and
    0.065 in wall thickness if the maximum velocity
    is to be 3.0 m/sec.

12
Example
  • Determine the required size standard Schedule 40
    steel pipe to carry 192 m3/hr with a maximum
    velocity of 6.0 m/sec.

13
(No Transcript)
14
Conservation of EnergyBernoullis Equation
  • Energy cannot be created or destroyed, just
    transformed
  • Three forms of energy in fluid system
  • Potential
  • Kinetic
  • Flow energy

15
Potential Energy
  • Due to the elevation of the fluid element
  • Where,
  • w weight of fluid element
  • z elevation with respect to a reference level

16
Kinetic Energy
  • Due to the velocity of the fluid element
  • Where,
  • v average velocity of the fluid element

17
Flow Energy
  • Flow work or pressure energy
  • Amount of energy necessary to move a fluid
    element across a certain section against pressure
  • Where,
  • p pressure on the fluid element

18
Total Energy and Conservation of Energy Principle
  • E FE PE KE
  • Two points along the same pipe
  • E1 E2
  • Bernoullis Equation

19
Heads
Assumption No energy is added or lost
Assumption Energy level remains constant
20
(No Transcript)
21
Restrictions on Bernoullis Equation
  • Valid only for incompressible fluids
  • No energy is added or removed by pumps, brakes,
    valves, etc.
  • No heat transfer from or to liquid
  • No energy lost due to friction
  • Note No system satisfies this condition, but
  • Bernoullis equation can still be used
    to
  • estimate changes in heads values
Write a Comment
User Comments (0)
About PowerShow.com