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EN400 – Principles of Ship Performance
An Introduction to Naval Architecture(Alias “Boats”)
Associate Professor Paul H. Miller
INTRODUCTION
•Course Objectives (Why Study Boats?)
•Personal Introductions–Name–Major–Service Selection
•Syllabus/Course Policy
•Lecture #1! - Engineering Fundamentals
ENGINEERING FUNDAMENTALS
• Plots or Graphs - Generally the most effective format for displaying and conveying the interrelation of experimental variables.
• Sketches - Quick and informal method of sharing ideas with others or clarify concepts for yourself. Free body diagrams (FBDs) are an example.
Plots, Graphs, and Sketches (1.1)
ENGINEERING FUNDAMENTALS
• Means of Communicating Ideas Concisely– Axes
X-axis (horizontal (independent variable))
Y-axis (vertical (dependent variable))
Divide major axes into divisions of 1, 2, or 5 times 10 to the nth power
Label with words, symbols, and units
Minor axes should be distributed evenly
Plots, Graphs, and Sketches (1.1)
ENGINEERING FUNDAMENTALSArea Under and Instantaneous Slope of a Curve (1.3)
Area UnderCurve
Slope
Dependent
ENGINEERING FUNDAMENTALS
Units (1.4)
System Length Time Force Mass gcSI meter
(m)second
(s)newton(N)
kilogram(kg) 2sN
mkg 1
pound –slug(BG)
foot(ft)
second(s)
pound(lb)
slug(slug) 2sl
lug 1
b
fts
pound force –pound mass
foot(ft)
second(s)
poundforce(lbf)
poundmass(lbm)
2f
m
sbl
ftbl 2.23
the unit system used in EN200
Engineering Fundamentals
Unit Analysis (1.4.1)• A “fool proof” method of determining
the correct units!
• Example: Speed x Time = Distance
= 4 mileshour
milesx 30 min 8
1 hour60 min
x
ENGINEERING FUNDAMENTALS
• The number of accurate digits in a number– Example: 2.65 has 3 significant figures– Example: 10 has 1 or 2 , 10.0 has 3– Example: 0.25 has 2 (note 0.25, not .25!)
• Multiplication / Division: Use the same # of significant figures as the number with the least # of significant figures– Example: 20 x 3.444 = 69
• Addition / Subtraction: Use the same # of decimal places as the number with the least # of decimal places– Example: 3.6 + 1.212 = 4.8
Significant Figures (1.5)
ENGINEERING FUNDAMENTALSForces, Moments, and Couples (1.7)
• FORCE - a vector quantity (i.e. a magnitude and a direction)
• MOMENT – a force times a distance with respect to a given origin (M=FxD)
• COUPLE - A special case of moment causing pure rotation and no translation
Static Equilibrium 1.7.5If an object is neither accelerating or
decelerating then it is because…• Sum of the forces = 0• Sum of the moments = 0
• Why?• F=ma • (This is very important in “hydrostatics”)
ENGINEERING FUNDAMENTALS
Hydrostatic Pressure 1.7.6• “Pressure” is the amount of force
applied to a given area (p=F/A)
• In English units it is pounds/sq. ft. or pounds/sq. in., or “psi”
Air pressure is ~ 15 psi.
At 440 ft below sea level it is ~ 195 psi!
Quick Physics Review
Static: No accelerationDynamic: Has acceleration
Question: If a ship follows this path, at a constant speed, is it static or dynamic?
ENGINEERING FUNDAMENTALSThe Mathematical First, Second and Third
Moments (1.7.7)
• These integrals are used in mathematical descriptions of physical problems
dbs
dbs
dbs
3
2
Where:s = some distance
db = some differential property = Summation
ENGINEERING FUNDAMENTALSThe Mathematical First, Second and Third
Moments (1.7.7)
dAy
dmx
2
• In Naval Architecture:– “b” could represent length, area, volume, or mass– “s” is a length or distance
First Moment of Mass
Second Moment of Area
ENGINEERING FUNDAMENTALS
Weighted Averages (1.7.7)
In Naval Architecture we use the simplified form:
to find the Longitudinal Center of Flotation (LCF), Longitudinal Center of Buoyancy (LCB),
Center of Gravity (LCG, TCG, VCG)
1i i
1i iiave
F
FXx
321
332211ave FFF
FXFXFXx
ENGINEERING FUNDAMENTALS
• A ship (or plane) has 6 degrees of freedom (DOF)
– Three are Translational Heave (z) (up and down) Sway (y) (side to side) Surge (x) (fore and aft)
– Three are Rotational Yaw (z) Pitch (y) Roll (x)
•
Translational and Rotational Motion (1.8)
Bernoulli’s Equation
• P = pressure = fluid density
• V = fluid velocity
• Z = depth
2
2
221
2
11 21
21
gzVpgzVp
Along a line of equal energy (a streamline) in a fluid, the above is a constant.
ENGINEERING FUNDAMENTALS
Bernoulli Equation (1.9)
• total pressure is constant in a fluid, if:
inviscid flow (no viscosity) incompressible flow steady flow
2
2
221
2
11 21
21
gzVpgzVp
This gives us hydrostatic and hydrodynamic pressure. These are the water loads on the vessel.