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Vocabulary and key concepts from MAT 131 Calculus I Practice Exam 2 Rubric (Chapters 3 and 4), covering integration rules, Riemann sums, displacement, differential equations, and applications.
Anti-Power Rule
The integration rule used to evaluate each term in an indefinite integral, such as integrating terms to obtain 2x^3 - 8\root\relax\blank\to\null\relax\blank\to\null\relax\blank\to\null 2x^3 - 8\root\relax\blank\to\null 2x^3 - 8\root\relax\blank 2x^3 - 8\root\relax 2x^3 - 8\root 2x^3 - 8\root{x} + 3x + C.
Average Rate of Change of Electricity Demand
The average rate of change from 6 a.m. to noon measured in megawatts per hour, expressed as 6P(12)−P(6).
Proportional Acceleration Toward Equilibrium
The second-order differential equation y′′=−ky, where acceleration is directly proportional to displacement and oriented back toward equilibrium.
Slope Condition for dxdy=−yx
A differential equation whose direction field features slopes that are zero along the y-axis (except at the origin), undefined along the x-axis, and strictly negative in the first quadrant.
Logarithmic Differentiation
The technique of taking the natural logarithm of both sides of y = x^{\root{x}} to obtain \ln(y) = \root{x}\thinspace\text{ln}(x), differentiating to get \frac{1}{y}\thinspace\frac{dy}{dx} = \frac{\text{ln}(x) + 2}{2\root{x}}, and solving for \frac{dy}{dx} = \frac{x^{\root{x}}(\text{ln}(x) + 2)}{2\root{x}}.
Elasticity of Demand (E)
The ratio E=dp/pdq/q=dpdq×qp; when dpdq=qln(0.9) at p=5, E=5ln(0.9)≈−0.527, indicating demand decreases by approximately 0.53%.
Upper Sum (U) for Bar Mass
An upper estimate of total mass calculated using six subintervals of width 0.5meter with subinterval maxima 4, 7, 8, 8, 7, and 5kg/m, yielding U=19.5kg.
Lower Sum (L) for Bar Mass
A lower estimate of total mass calculated using six subintervals of width 0.5meter with subinterval minima 3, 4, 7, 7, 5, and 4kg/m, yielding L=15kg.
Net Change of Linear Density
The application of the Net Change Theorem to the density derivative: ∫03r′(x)dx=r(3)−r(0)=4−3=1kg/m, indicating linear density is 1kg/m greater at the x=3 end than at the x=0 end.
Displacement via Signed Integral
The net change in position computed as ∫012v(t)dt=12−2×π≈5.72meters, meaning the cyclist ends approximately 5.72meters east of the initial starting point.
Farthest East Position
The maximum eastward position of the cyclist found by evaluating x(t)=5+∫0tv(s)ds, which yields x(4)=13m at t=4seconds compared to x(12)=17−2×π≈10.72m.
Total Distance Traveled
The sum of the magnitudes of the enclosed areas under the velocity graph, calculated as ∫012∣v(t)∣dt=12+2×π≈18.28meters.
Greenhouse Temperature Derivative (T′(t))
The instantaneous rate of change of temperature found by the Chain Rule as T′(t)=3πcosπt/12, which equals T'(9) = -\frac{\text{π}\root{2}}{6} \thickapprox -0.740^\text{o}\text{C/hour}.
Average Temperature from Midnight to Noon
The mean temperature over a 12-hour interval given by 121∫012T(t)dt=20+π8≈22.55oC.
Salt Mixing Differential Equation
The rate-of-change balance equation S′=0.75−200S, formed by taking the salt-entry rate (0.75kg/min) minus the salt-exit rate (200Skg/min) for a constant volume of 5000liters.
Salt Amount Function (S(t))
The particular solution to the salt mixing differential equation with initial amount S(0)=20kg, expressed as S(t)=150−130e−t/200.