Wright State University Lake Campus/2019-1/Phy2400/Final formula sheet

From testwiki
Jump to navigation Jump to search

User:Guy vandegrift/T/Sub

00-Mathematics for this course

<section begin=00-Mathematics_for_this_course/>

θ=s/r
A+B=C B=CA

Circle's circumference (area): C=2πr(A=πr2).

Sphere's area (volume): A=4πr2(V=43πr3)

Unit vectors: A=Axi^+Ayj^. Other notations: (x^,y^), and (e1^,e2^)

r=xx^+yy^. Magnitude: A|A|=Ax2+Ay2.

In first quadrant: tanθ=y/x leads to θ=arctan(y/x)

A+B=C Ax+Bx=Cx and Ay+By=Cy <section end=00-Mathematics_for_this_course/> Template:Clear

01-Introduction

<section begin=01-Introduction/>

Text Symbol Factor Exponent
giga G Template:Gaps E9
mega M Template:Gaps E6
kilo k Template:Gaps E3
(none) (none) 1 E0
centi c 0.01 E−2
milli m 0.001 E−3
micro μ Template:Gaps E−6
nano n Template:Gaps E−9
pico p Template:Gaps E−12

<section end=01-Introduction/>


02-One dimensional kinematics

<section begin=02-One_dimensional_kinematics/> Difference: δ𝒳: Δ𝒳=𝒳f𝒳i Average (mean): 𝒳¯=𝒳=𝒳ave=Σ𝒳i/N or Σ𝒫i𝒳i. Average velocity: v¯=Δx/Δt <section end=02-One_dimensional_kinematics/>

03-Two-Dimensional Kinematics

<section begin=03-Two-Dimensional_Kinematics/>

x=x0+v0xΔt+12axΔt2 Template:Spacesvx=v0x+axΔt Template:Spacesvx2=vx02+2axΔx
y=y0+v0yΔt+12ayΔt2 Template:Spacesvy=v0y+ayΔt Template:Spacesvy2=vx02+2ayΔy

v2=v02+2axΔx+2ayΔy   ...in advanced notation this becomes Δ(v2)=2aΔ.

In free fall we often set, ax=0 and ay= -g. If angle is measured with respect to the x axis:

vx=vcosθ Template:Spacesvy=vsinθ Template:Spacesvx0=v0cosθ0 Template:Spacesvy0=v0sinθ0 <section end=03-Two-Dimensional_Kinematics/>

04-Dynamics: Force and Newton's Laws

<section begin=04-Dynamics:_Force_and_Newton's_Laws/>

ma=Fj and Fij=Fji.

For important forces: Normal (Norn) is perpendicular to surface; Friction (f) is parallel to surface; Tension (T) is along a rope or string; Weight (w=mg) where g9.8m/s2 at Earth's surface.

Template:SpacesThe x and y components of the three forces of tension on the small grey circle where the three "massless" ropes meet are:

T1x=T1cosθ1 ,        T1y=T1sinθ1
T2x=0 ,                             T2y=mg
T3x=T3cosθ3 ,          T3y=T3sinθ3

<section end=04-Dynamics:_Force_and_Newton's_Laws/>

05-Friction, Drag, and Elasticity

<section begin=05-Friction,_Drag,_and_Elasticity/>

  • fk=μkN is an approximation for the force friction when an object is sliding on a surface, where μk ("mew-sub-k") is the kinetic coefficient of friction, and N is the normal force.
  • fsμsN approximates the maximum possible static friction that canoccurs before the object begins to slide.
  • Air drag: D depends on velocity, size, and shape.

<section end=05-Friction,_Drag,_and_Elasticity/>


06-Uniform Circular Motion and Gravitation

<section begin=06-Uniform_Circular_Motion_and_Gravitation/>

uniform circular motion (here the Latin d was used instead of the Greek Δ
  • 2πrad=360deg=1rev relates the radian, degree, and revolution.
  • f=#revs#secs is the number of revolutions per second, called frequency.
  • T=#secs#revs is the number of seconds per revolution, called period. Obviously fT=1.
  • ω=ΔθΔt is called angular frequency (ω is called omega, and θ is measured in radians). Obviously ωT=2π
  • a=v2r=ωv=ω2r is the acceleration of uniform circular motion, where v is speed, and r is radius.
  • v=ωr=2πr/T, where T is period.

<section end=06-Uniform_Circular_Motion_and_Gravitation/>

07-Work and Energy

<section begin=07-Work_and_Energy/>

  • KE=12mv2 is kinetic energy, where m is mass and v is speed..
  • Ug=mgy is gravitational potential energy,where y is height, and g=9.80ms2 is the gravitational acceleration at Earth's surface.
  • Us=12ksx2 is the potential energy stored in a spring with spring constant ks.
  • KEf+PEf=KEi+PEiQ relates the final energy to the initial energy. If energy is lost to heat or other nonconservative force, then Q>0.
  • W=Fcosθ=F (measured in Joules) is the work done by a force F as it moves an object a distance . The angle between the force and the displacement is θ.
  • FΔ describes the work if the force is not uniform. The steps, Δ, taken by the particle are assumed small enough that the force is approximately uniform over the small step. If force and displacement are parallel, then the work becomes the area under a curve of F(x) versus x.
  • P=FΔΔt=Fv is the power (measured in Watts) is the rate at which work is done. (v is velocity.)

<section end=07-Work_and_Energy/>

<section end=08-Linear_Momentum_and_Collisions/>

08-Linear Momentum and Collisions

<section begin=08-Linear_Momentum_and_Collisions/>

  • p=mv is momentum, where m is mass and v is velocity. The net momemtum is conserved if all forces between a system of particles are internal (i.e., come equal and opposite pairs):
  • pf=pi.
  • F¯Δt=Δp is the impulse, or change in momentum associated with a brief force acting over a time interval Δt. (Strictly speaking, F¯ is a time-averaged force defined by integrating over the time interval.)

09-Statics and Torque

<section begin=09-Statics_and_Torque/>

  • τ=rFsinθ, is the torque caused by a force, F, exerted at a distance ,r, from the axis. The angle between r and F is θ.

The Template:Lw for torque is the Template:Lw (N·m). It would be inadvisable to call this a Joule, even though a Joule is also a (N·m). The symbol for torque is typically τ, the Greek letter tau. When it is called moment, it is commonly denoted M.[1] The lever arm is defined as either r, or r. Labeling r as the lever arm allows moment arm to be reserved for r. <section end=09-Statics_and_Torque/>

10-Rotational Motion and Angular Momentum

<section begin=10-Rotational_Motion_and_Angular Momentum/> {{#lst:Physics equations/Equations/Rotational and linear motion}} {{#lst:Physics equations/Equations/Rotational and linear motion analogy}} <section end=10-Rotational_Motion_and_Angular Momentum/>


11-Fluid statics

<section begin=11-Fluid_statics/>

Pressure is the weight per unit area of the fluid above a point.

Pressure versus Depth: A fluid's pressure is F/A where F is force and A is a (flat) area. The pressure at depth, h below the surface is the weight (per area) of the fluid above that point. As shown in the figure, this implies:

P=P0+ρgh

where P0 is the pressure at the top surface, h is the depth, and ρ is the mass density of the fluid. In many cases, only the difference between two pressures appears in the final answer to a question, and in such cases it is permissible to set the pressure at the top surface of the fluid equal to zero. In many applications, it is possible to artificially set P0 equal to zero, for example at atmospheric pressure. The resulting pressure is called the gauge pressure, for Pgauge=ρgh below the surface of a body of water.

Buoyancy and Archimedes' principle Pascal's principle does not hold if two fluids are separated by a seal that prohibits fluid flow (as in the case of the piston of an internal combustion engine). Suppose the upper and lower fluids shown in the figure are not sealed, so that a fluid of mass density ρflu comes to equilibrium above and below an object. Let the object have a mass density of ρobj and a volume of AΔh, as shown in the figure. The net (bottom minus top) force on the object due to the fluid is called the buoyant force:

buoyantforce=(AΔh)(ρflu)g,

and is directed upward. The volume in this formula, AΔh, is called the volume of the displaced fluid, since placing the volume into a fluid at that location requires the removal of that amount of fluid. Archimedes principle states:

A body wholly or partially submerged in a fluid is buoyed up by a force equal to the weight of the displaced fluid.

Note that if ρobj=ρflu, the buoyant force exactly cancels the force of gravity. A fluid element within a stationary fluid will remain stationary. But if the two densities are not equal, a third force (in addition to weight and the buoyant force) is required to hold the object at that depth. If an object is floating or partially submerged, the volume of the displaced fluid equals the volume of that portion of the object which is below the waterline. <section end=11-Fluid_statics/>

12-Fluid dynamics

<section begin=12-Fluid_dynamics/>

A fluid element speeds up if the area is constricted.
  • ΔVΔt=V˙=Av=Q the volume flow for incompressible fluid flow if viscosity and turbulence are both neglected. The average velocity is v and A is the cross sectional area of the pipe. As shown in the figure, v1A1=v2A2 because Av is constant along the developed flow. To see this, note that the volume of pipe is ΔV=AΔx along a distance Δx. And, v=Δx/Δt is the volume of fluid that passes a given point in the pipe during a time Δt.
  • P1+ρgy1+12ρv12=P2+ρgy2+12ρv22 is Bernoulli's equation, where P is pressure, ρ is density, and y is height. This holds for inviscid flow.

<section end=12-Fluid_dynamics/>

13-Temperature, Kinetic Theory, and Gas Laws

<section begin=13-Temperature,_Kinetic Theory,_and_Gas_Laws/>

  • TC=TK273.15 converts from Celsius to Kelvins, and TF=95TC+32 converts from Celsius to Fahrenheit.
  • PV=nRT=NkBT is the ideal gas law, where P is pressure, V is volume, n is the number of moles and N is the number of atoms or molecules. Temperature must be measured on an absolute scale (e.g. Kelvins).
  • NAkB=R where NA= Template:Nowrap is the Avogadro number. Boltzmann's constant can also be written in eV and Kelvins: kBTemplate:Nowrap.
  • 32kBT=12mvrms2 is the average translational kinetic energy per "atom" of a 3-dimensional ideal gas.
  • vrms=3kBTm=v2 is the root-mean-square speed of atoms in an ideal gas.
  • E=ϖ2NkBT is the total energy of an ideal gas, where ϖ=3

<section end=13-Temperature,_Kinetic Theory,_and_Gas_Laws/>

14-Heat and Heat Transfer

<section begin=14-Heat_and_Heat_Transfer/>

15-Thermodynamics

<section begin=15-Thermodynamics/>

  • Pressure (P), Energy (E), Volume (V), and Temperature (T) are state variables (state functionscalled state functions). The number of particles (N) can also be viewed as a state variable.
  • Work (W), Heat (Q) are not state variables.

A point on a PV diagram define's the system's pressure (P) and volume (V). Energy (E) and pressure (P) can be deduced from equations of state: Template:Nowrap beginE=E(V,P) and T=T(V,P)Template:Nowrap end. If the piston moves, or if heat is added or taken from the substance, energy (in the form of work and/or heat) is added or subtracted. If the path returns to its original point on the PV-diagram (e.g., 12341 along the rectantular path shown), and if the process is quasistatic, all state variables Template:Nowrap return to their original values, and the final system is indistinguishable from its original state.

The net work done per cycle is area enclosed by the loop. This work equals the net heat flow into the system, QinQout (valid only for closed loops).

Remember: Area "under" is the work associated with a path; Area "inside" is the total work per cycle.

  • ΔW=PΔV is the work done on a system of pressure P by a piston of voulume V. If ΔV>0 the substance is expanding as it exerts an outward force, so that ΔW<0 and the substance is doing work on the universe; ΔW>0 whenever the universe is doing work on the system.
  • ΔQ is the amount of heat (energy) that flows into a system. It is positive if the system is placed in a heat bath of higher temperature. If this process is reversible, then the heat bath is at an infinitesimally higher temperature and a finite ΔQ takes an infinite amount of time.
  • ΔE=ΔQPΔV is the change in energy (First Law of Thermodynamics).

<section end=15-Thermodynamics/>

16-Oscillatory Motion and Waves

<section begin=16-Oscillatory_Motion_and_Waves/>

  • CALCULUS: (d/dx)sinkx=kcoskx,(d/dx)coskx=ksinkx
  • x=x0cos2πtT=x0cosωt where T is period..
  • x(t)=x0cos(ω0tφ). For example, cos(ω0tφ)=sinω0t.
  • ω0=ksm (m=mass, ks=spring constant.)ω0=gL (L=lenghth of low-amplitude simple pendulum.)
  • PE=12ksx2 is the potential energy of a mass spring system.

Let x(t)=x0cos(ω0tφ)= describe position:

  • v(t)=dx/dt=ω0x0sin(ω0tφ)=v0cos(ω0t+...), where v0=ω0x0 is maximum velocity.
  • a(t)=dv/dt=ω0v0cos(ω0tφ)=a0cos(ω0t+...), where a0=ω0v0=ω02x0, is maximum acceleration.
  • F0=ma0, relates maximum force to maximum acceleration.
  • E=12mv02=12ksx02 is the total energy.
  • CALCULUS: x(t) obeys the linear homogeneous differential equation (ODE), d2xdt2=ω02x(t)
  • fλ=vp relates the frequency, f, wavelength, λ,and the the phase speed, vp of the wave (also written as vw) This phase speed is the speed of individual crests, which for sound and light waves also equals the speed at which a wave packet travels.
  • L=nλn2 describes the n-th normal mode vibrating wave on a string that is fixed at both ends (i.e. has a node at both ends). The mode number, n = 1, 2, 3,..., as shown in the figure.

<section end=16-Oscillatory_Motion_and_Waves/>

17-Physics of Hearing

<section begin=17-Physics_of_Hearing/>

  • vs=T273331m/s is the the approximate speed near Earth's surface, where the temperature, T, is measured in Kelvins.
  • vs=Fμ is the speed of a wave in a stretched string if F is the tension and μ is the linear mass density (kilograms per meter).

<section end=17-Physics_of_Hearing/>