Note
0.0
(0)
Rate it
Take a practice test
Chat with Kai
undefined Flashcards
0 Cards
0.0
(0)
Explore Top Notes
Chapter 17: Identification of Urine, Sweat, Fecal Matter, and Vomitus
Note
Studied by 14 people
5.0
(1)
APUSH REVIEW
Note
Studied by 124 people
5.0
(1)
Chapter 8 - East Asian Connections
Note
Studied by 180 people
5.0
(3)
Chapter 2: Water Supply
Note
Studied by 2 people
5.0
(1)
LYDIA HALL
Note
Studied by 53 people
5.0
(2)
Physical Science - Chapter 3
Note
Studied by 22 people
5.0
(1)
Home
Science
Physics
Kinematics & Dynamics
Integrated Physics Flashcards
1D Motion
Vector: Magnitude and direction (e.g., displacement).
Scalar: Magnitude only (e.g., distance).
Average Velocity: v_{avg} = \frac{\Delta x}{\Delta t}
Instantaneous Velocity: v_{inst} = \frac{dx}{dt}
Average Acceleration: a_{avg} = \frac{\Delta v}{\Delta t}
Instantaneous Acceleration: a_{inst} = \frac{dx}{dt}
Final Velocity: v
f = v
i + a_it
Final Displacement with Avg. Velocity: x
f = x
i + \frac{1}{2}(v
{avg} + v
i)t
Final Displacement with Velocity and Acceleration: x
f = x
i + v
it + \frac{1}{2}a
it^2
Final Velocity without Time: v
f^2 = v
i^2 + 2a
i(x
f - x_i)
Freefall: Acceleration is -g (9.8 m/s^2).
Vectors and 2D Motion
Vector Addition: Tip to Tail.
Vector Subtraction: Add the negative (A - B = A + (-B)).
Vector Multiplication/Division by a Scalar: Only magnitude changes; direction reverses for negative scalars.
Vector Components:
Length: A = \sqrt{A
x^2 + A
y^2}
Direction: \theta = tan^{-1} \frac{A
y}{A
x}
Unit Vectors: A = A
x\hat{i} + A
y\hat{j}
Projectile Motion:
Position: r
f = r
i + v_it + \frac{1}{2}gt^2
Initial Horizontal Velocity: v
{ix} = v
i \cos \theta
Initial Vertical Velocity: v
{iy} = v
i \sin \theta
Uniform Circular Motion
Centripetal Acceleration: a_c = \frac{v^2}{r}
Overall Acceleration: |a| = \sqrt{a
t^2 + a
c^2}
Period: T = \frac{2\pi r}{v}
Relative Velocity: r
{AB} = r
{AE} + v_{EB}t
Force and Motion
Newton’s 1st Law: Object at rest stays at rest, object in motion stays in motion unless acted upon by external force.
Newton’s 2nd Law: \Sigma F = ma
Newton’s 3rd Law: F
{12} = -F
{21}
Equilibrium: \Sigma F = 0
Friction:
Kinetic: F = \mu_kN
Static: F \le \mu_sN
Circular Motion Dynamics: F = ma_c = m \frac{v^2}{r}
Work, Energy and Power
Scalar/Dot Product: A \cdot B = AB \cos \theta
Work:
Same Direction as Displacement: W = F \Delta r
Different Direction to Displacement: W = F \Delta r \cos \theta
Work by Varying Force: W = \int
{x
i}^{x_f} F dx
Hooke’s Law: F_s = -kx
Kinetic Energy: KE = \frac{1}{2}mv^2
Work-Kinetic Energy Theorem: \Sigma W = \Delta KE
Potential Energy:
Gravitational: U = mg\Delta y
Elastic: U = \frac{1}{2}kx^2
Conservative Force: Work independent of path (e.g., gravity).
Non-conservative Force: Work dependent on path (e.g., friction).
Conservation of Energy:
Mechanical Energy: E_{mech} = KE + U
Total Energy: E
{tot} = KE + U + E
{therm}
Non-Conservative Force Absent: \Delta E_{mech} = 0
Non-Conservative Force Present: \Delta E_{tot} = 0
Power: \varphi = \frac{dW}{dt}
Momentum
Momentum: p = mv
Impulse:
Definition: I = \Delta p
Constant Force: I = Ft
Non-Constant Force: I = \int F dt
Collisions:
Conservation of Momentum (All Collisions): p
i = p
f
Conservation of KE (Elastic Collisions): KE
i = KE
f
Perfectly Inelastic: m
1v
{1i} + m
2v
{2i} = (m
1 + m
2)v_f
Perfectly Elastic: m
1v
{1i} + m
2v
{2i} = m
1v
{1f} + m
2v
{2f}, \frac{1}{2}m
1v
{1i}^2 + \frac{1}{2}m
2v
{2i}^2 = \frac{1}{2}m
1v
{1f}^2 + \frac{1}{2}m
2v
{2f}^2
Rotation
Arc Length: s = r\theta
Translational Velocity: v = \omega r
Translational Acceleration: a = \alpha r
Average Angular Velocity: \omega_{avg} = \frac{\Delta \theta}{\Delta t}
Instantaneous Angular Velocity: \omega_{inst} = \frac{d\theta}{dt}
Instantaneous Angular Acceleration: \alpha_{inst} = \frac{d\omega}{dt}
Final Angular Velocity: \omega
f = \omega
i + \alpha t
Final Angular Displacement: \theta
f = \theta
i + \omega t + \frac{1}{2}\alpha t^2
Final Angular Velocity without Time: \omega
f^2 = \omega
i^2 + 2\alpha(\theta
f - \theta
i)
Final Angular Displacement with Avg. Velocity: \theta
f = \theta
i + \frac{1}{2}(\omega
i + \omega
f)t
Kinetic Energy of Rotation: KE = \frac{\omega^2}{2} \Sigma m
i r
i^2
Moment of Inertia:
General: I = \int \rho r^2 dV
Sphere: I = \frac{2}{5}mr^2
Cylinder: I = \frac{1}{2}mr^2
Disk: I = mr^2
Parallel Axis Theorem: I = I_{CM} + MD^2
Torque:
Using Radius: \tau = rF\sin\phi
Using Perpendicular Distance: \tau = Fd
Net Torque: \Sigma \tau = I\alpha
Angular Momentum:
Angular Momentum: L = I\omega
The Conservation of Momentum: L
i = L
f
Waves, Oscillations and SHM
Wave Number: k = \frac{2\pi}{\lambda}
Wave Equation: y(x, t) = A\sin(kx - \omega t + \phi)
Speed of Wave on a String: v = \sqrt{\frac{T}{\mu}}
Simple Harmonic Motion:
General Equation: x(t) = A\cos(\omega t + \phi)
Acceleration: a_x = -\omega^2x
Angular Frequency: \omega = \sqrt{\frac{k}{m}}
Period: T = \frac{2\pi}{\omega}
Frequency: f = \frac{\omega}{2\pi} = \frac{1}{T}
Energy: E_{tot} = \frac{1}{2}kA^2
Velocity: v = \pm \omega \sqrt{A^2 - x^2}
SHM and Circular Motion: Uses SHM formulae for each direction of movement
SHM and the Pendulum
Period: T = 2\pi \sqrt{\frac{L}{g}}
Physical Pendulum: T = 2\pi \sqrt{\frac{I}{dmg}}
Sound and EM Waves
Bulk Modulus: B = -\frac{\Delta P}{\Delta V/V}
Sound Wave Displacement: s(x, t) = s_{max}\cos(kx - \omega t)
Sound Wave Pressure:
Including Bulk Modulus: \Delta P = B s_{max}\sin(kx - \omega t)
Without Bulk Modulus: \Delta P
{max} = \rho v \omega s
{max}
Density: \rho = \frac{m}{V}
Speed of Sound:
Formula: v = \sqrt{\frac{B}{\rho}}
Dependence on Temperature: v = 331 \sqrt{1 + \frac{T_c}{273}}
EM Waves:
Electrical Component: E = E_0\sin(kx - \omega t)
Magnetic Component: B = B_0\sin(kx - \omega t)
Intensity of a Sound Wave:
Per Unit Area: I = \frac{\Delta P_{max}^2}{2\rho v}
In Three Dimensions: I = \frac{Power_{source}}{4\pi r^2}
Sound Levels in Decibels: \beta = 10 \log(\frac{I}{I_0})
Doppler Effect: f' = \frac{v + v
o}{v - v
s}f
Reflection of a Pulse:
Fixed boundary: Inverted reflection.
Free boundary: Not inverted reflection.
Light to heavy string: Inverted reflection.
Heavy to light string: Not inverted reflection.
Superposition: y = 2A\sin(kx - \omega t + \frac{\phi}{2})\cos(\frac{\phi}{2})
Interference: \frac{path \ difference}{\lambda} \times 2\pi = phase \ difference
Standing Waves on a String:
Formula: y = 2A\sin(kx)\cos(\omega t)
Amplitude: amp = 2A\sin(kx)
Nodes: x = \frac{n\lambda}{2} \ (where \ n = 0, 1, 2 …)
Antinodes: x = \frac{n\lambda}{4} \ (where \ n = 1, 3, 5 …)
Boundary Conditions on a String: f_n = \frac{n}{2L} \sqrt{\frac{T}{\mu}}
Standing Waves in an Air Column:
Closed Pipe: f_n = \frac{nv}{4L} \ (where \ n = 1, 3, 5 …)
Open Pipe: f_n = \frac{nv}{2L} \ (where \ n = 1, 2, 3 …)
End Effects: L = \frac{n\lambda}{2} - 2 \times end \ effects
Fluids
Fluids at Rest:
Density: \rho = \frac{m}{V}
Pressure: P = \frac{F}{A}
Pressure in Liquids: p = p_0 + \rho gd
Gauge Pressure: p_g = p - 1atm
Barometers: p_{atmos} = \rho gh
Manometers: p_{gauge} = 1atm + \rho gh
Archimedes Principle: F
B = \rho
f V_f g
Fluids in Motion:
Equation of Continuity: v
1A
1 = v
2A
2
Bernoulli’s Equation: p
1 + \frac{1}{2}\rho v
1^2 + \rho gy
1 = p
2 + \frac{1}{2}\rho v
2^2 + \rho gy
2
Ray Optics
Refraction: n
1\sin\theta
1 = n
2\sin\theta
2 \ (Snell's \ Law)
Total Internal Reflection: \theta
c = \sin^{-1}(\frac{n
2}{n_1})
Spherical Mirrors:
Focal Length: f = \frac{1}{2}r
Image Distance (thin lens equation): \frac{1}{P} + \frac{1}{i} = \frac{1}{f}
Image Formation:
Magnification: m = -\frac{i}{p}
Thin Lens Equations:
Focal Length: \frac{1}{f} = (n - 1)(\frac{1}{r
1} - \frac{1}{r
2})
Focal Length (convex lens): \frac{1}{f} = (n - 1)\frac{1}{r_1}
Thin Lens Equation in i: i = \frac{Pf}{P - f}
Thin lens equation in P: P = \frac{if}{i - f}
Magnification in terms of P and f: m = \frac{f}{P - f}
Magnification in terms of i and f: m = \frac{i - f}{f}
Two Lens System: m
{tot} = m
1m_2
Optical Instruments:
Simple Magnifying Lens: m_\theta = \frac{25}{f}
Compound Microscope: m = -\frac{s}{f
{obj}} \times \frac{25}{f
{eye}}
Refracting Telescope: m
\theta = -\frac{f
{obj}}{f_{eye}}
Wave Optics
Path Difference:
Constructive: \Delta r = m\lambda \ (where \ m = 1, 2, 3 …)
Destructive: \Delta r = (m + \frac{1}{2})\lambda \ (where \ m = 1, 2, 3 …)
Interference of Light in Double Slit:
Angles for Bright Fringes: \theta_m = \frac{m\lambda}{d}
Distances of Bright Fringes: y_m = \frac{L m \lambda}{d}
Angles for Dark Fringes: \theta'_m = (m + \frac{1}{2})\frac{\lambda}{d}
Distances of Dark Fringes: y'_m = (m + \frac{1}{2})\frac{L\lambda}{d}
Distances Between Fringes: \Delta y = \frac{\lambda L}{d}
Interference of Light in Single Slit:
Angles for Dark Fringes: \theta_p = \frac{p\lambda}{a}
Distances for Dark Fringes: y_p = \frac{p\lambda L}{a}
Width of Central Maximum: w = \frac{2\lambda L}{a}
Circular Aperture Diffraction: w = \frac{2.44 \lambda L}{D}
Interferometer: d = \frac{N\lambda}{2}
Charge
Coulomb’s Law: F = K\frac{q
1q
2}{r^2}
Electrical Field:
Vector Equation: E = \frac{F}{q}
Electrical Field of a Point Charge: E = K\frac{q}{r^2}
Electrical Potential: U_{elec} = Vq
Electrical Circuits
Current:
Definition: I = \frac{\Delta q}{\Delta t}
Conservation of Charge: \Sigma I
{in} = \Sigma I
{out}
Ohm’s Law: I = \frac{\Delta V}{R}
Power and Energy:
Power delivered by an emf: P_{emf} = I\E
Power Dissipated by a Resistor: P_R = \frac{\Delta V^2}{R}
Note
0.0
(0)
Rate it
Take a practice test
Chat with Kai
undefined Flashcards
0 Cards
0.0
(0)
Explore Top Notes
Chapter 17: Identification of Urine, Sweat, Fecal Matter, and Vomitus
Note
Studied by 14 people
5.0
(1)
APUSH REVIEW
Note
Studied by 124 people
5.0
(1)
Chapter 8 - East Asian Connections
Note
Studied by 180 people
5.0
(3)
Chapter 2: Water Supply
Note
Studied by 2 people
5.0
(1)
LYDIA HALL
Note
Studied by 53 people
5.0
(2)
Physical Science - Chapter 3
Note
Studied by 22 people
5.0
(1)