Homework Set 3 Vorticity & Continuity (v. 1.1) Solution (v. 0.9)
BE-3510, Dr. C. S. Tritt, Winter '12-'13
1. Show that the two naturally cylindrical velocity fields given near the end of the fluid
kin
Homework Set 3 Vorticity & Continuity (v. 1.1) Solution (v. 1.0)
BE-3510, Dr. C. S. Tritt, Winter '12-'13
1. Show that the two naturally cylindrical velocity fields given near the end of the fluid
kin
Chap. N - Title, Part
10/7/2012
BE-3500 Open Systems,
Part 2 (v. 1.0)
C. S. Tritt, Ph.D.
October 7, 2012
With some slides from
Dr. J. A. LaMack
My Approach
Identify process as open and steadystate.
Ty
A Simple Introduction to EES (Handout version 5.4)
Copyright C. S. Tritt, Ph.D.
September 10, 2012
EES is designed for solution of engineering problems involving multiple equations and
unknowns. It in
Dealing with Units and Constants in EES (Handout version 5.2)
Prepared by C. S. Tritt, Ph.D.
September 10, 2012
EES variables can have units associated with them. Using these associated units, EES can
Bio-thermal Fluid Transport 1 Course Outline (v. 1.1)
BE-3500, Fall 2012
Instructor:
Office:
Phone:
E-mail:
Office Hours:
Textbook:
Prerequisites:
Course Room:
Course Times:
Final Exam:
Charles S. Tri
P. 4-89 Van der Waals EOS Solution
Prepared by Dr. C. S. Tritt; Last revised 9/26/12
Note: Use Solver to make cell E18 zero by adjusting cell B8.
P=
T=
v=
900 kPa
343.2 K
0.03107 m^3/kg
R=
Tcr =
Pcr =
Hw Set 7B
Prepared by Nada Ismail
Problem 1
z
y
Below
Desired
Above
200
216.2547
250
Y
y
2855.8
2890
2961
0.475285
0.475285
Problem 2
P=
T=
v=
Acs=
R=
Tcr =
Pcr =
15000 kPa
183 K
0.00317 m^3/kg
0.0001
EES Intro. - BE-3500
9/3/2012
BE-3500 Introduction to
EES (v. 1.3)
C. S. Tritt, Ph.D.
September 3, 2012
Engineering Equation Solver
Engineering Equation Solver (EES)
is a software package that
numeric
Solving the Differential Balance Equations (v. 3.6)
Prepared by Dr. Charles S. Tritt
Copyright 1999 2012
Introduction
Differential balance equations are useful in solving a wide range of engineering p
External Flow - BE-382
12/6/2012
Fluid Kinematics &
Differential Math
Drs. C. S. Tritt & J. A. LaMack
BE-3510
December 6, 2012
Background
Before we can analyze fluid motion
we have to be able to descr
Blood Cell Sedimentation Problem Solution
Prepared by Dr. C. S. Tritt
Last revised 12/17/12 (v. 1.0)
Cell Properties -D=
t=
rho =
Units
Comments
9.00E-06 m
2.00E-06 m
1098 kg/m^3
Saline Properties -mu
Special RBC Sedimentation Problem part of Homework Set 2
BE-3510, Dr. C. S. Tritt, Winter '12-'13
Estimate the sedimentation rates (terminal velocities) of human red blood cells (RBC) in
dispersed in
Juster, GLY5932
Reduced pressure: If density is constant the Navier-Stokes equations can be simplified somewhat. We can
rearrange the equation of hydrostatics as
0 = gk Ps
where the subscript s on P m
BE-3510/3910 Pump and Fans Presentation Outline and Handout (1.1)
Prepared by Dr. C. S. Tritt, 11/28/12
Pump Curves and Operating Points
A pump curve is the relationship between differential pressure
RV Example Problem Solution (v. 1.0)
Modified by Dr. C. S. Tritt; 12/7/12
th
15-30 (15-97 in 4 ed) The water needs of a recreational vehicle (RV) are to be met by installing a cylindrical tank
on top
11/26/2012
Internal Flow Part 2
(v. 1.0)
C. S. Tritt, Ph.D.
with slides from
J. A. LaMack, Ph.D.
November 26, 2012
Minor Losses
Minor losses is the term used to
describe pressure drops (or
equivalentl