June 22, 2026 - Calculus 2- Exam Review Applications of Integration and Differential Equations

Differential Equations: Sugar Mixing and Concentration Analysis

  • Initial Setup of the Sugar Mixing Problem:

    • The problem defines y(t)y(t) as the amount of sugar in a tank at time tt, measured in kilograms (kgkg).

    • The inflow rate of water/solution is 2.4L/min2.4\,L/min.

    • To find the concentration, the amount of sugar y(t)y(t) is divided by the total volume. In this specific scenario, a divisor of 255255 is identified (likely derived from volume calculations or specific tank parameters mentioned in the problem context).

    • The rate of change of sugar is established by setting up a differential equation representing inflow minus outflow.

  • Solving the Differential Equation:

    • The differential equation must be rewritten to be separable (multiplication/division rather than addition/subtraction).

    • A common denominator is required to combine terms. For example, using 0.24×2=61.20.24 \times 2 = 61.2 to find a common numerator/denominator structure.

    • The expression is rearranged to divide both sides by (61.2y)(61.2 - y), facilitating integration.

    • The integration involves the anti-derivative of the left side. Applying the chain rule to the natural log leads to a negative sign: ln61.2y- \ln|61.2 - y|.

    • The right side integrates to t255+C\frac{t}{255} + C.

  • Exponential Form and Constants:

    • The negative sign is moved to the other side: ln61.2y=(t255+C)\ln|61.2 - y| = -(\frac{t}{255} + C).

    • The equation is converted to exponential form: 61.2y=Cet25561.2 - y = C e^{-\frac{t}{255}}. The constant CC absorbs the sign associated with dropping the absolute value bars.

    • Rearranging for y(t)y(t): y(t)=Ce1255t+61.2y(t) = C e^{-\frac{1}{255}t} + 61.2.

  • Applying Initial Conditions:

    • The initial condition provided is that at t=0t = 0, the amount of sugar y(0)=0kgy(0) = 0\,kg.

    • Plugging in values: 0=Ce0+61.20=C+61.20 = C e^0 + 61.2 \rightarrow 0 = C + 61.2, therefore C=61.2C = -61.2.

    • Final function: y(t)=61.2e1255t+61.2y(t) = -61.2 e^{-\frac{1}{255}t} + 61.2. This shows that as time passes, the term with the negative exponent gets smaller, meaning less is subtracted from 61.261.2, so the total amount of sugar increases.

  • Limiting Behavior:

    • The "limiting amount" of sugar is found by taking the limit as tt \to \infty.

    • As tt approaches infinity, the term 61.2e1255t-61.2 e^{-\frac{1}{255}t} goes to zero.

    • The limit is 61.2kg61.2\,kg, which is the maximum amount of sugar the tank will ever contain.

Salt Concentration Mixing Problems

  • Parameters for the Salt Problem:

    • Initial volume of solution: 1,000L1,000\,L.

    • Initial salt amount: 100kg100\,kg.

    • Initial concentration: 100kg1,000L=0.1kg/L\frac{100\,kg}{1,000\,L} = 0.1\,kg/L.

    • Variable definition: Let s(t)s(t) be the amount of salt in the tank at time tt.

  • Inflow and Outflow Rates:

    • Inflow: A concentration of 0.05kg/L0.05\,kg/L flows in at a rate of 9L/min9\,L/min.

    • Calculation: 0.05kg/L×9L/min=0.45kg/min0.05\,kg/L \times 9\,L/min = 0.45\,kg/min.

    • Outflow: The solution leaves the tank at the same rate of 9L/min9\,L/min.

    • Outflow concentration: s(t)1,000kg/L\frac{s(t)}{1,000}\,kg/L.

    • Outflow rate: s(t)1,000×9=9s(t)1,000\frac{s(t)}{1,000} \times 9 = \frac{9s(t)}{1,000}.

  • Differential Equation Construction:

    • dsdt=0.459s1,000\frac{ds}{dt} = 0.45 - \frac{9s}{1,000}.

    • This is solved using the same separation and integration techniques as the sugar problem by finding a common denominator (e.g., 1,0001,000).

Work: Pumping Water Out of a Container

  • Problem Setup (Inverted Cone):

    • Shape: Inverted cone with height H=12ftH = 12\,ft and base radius R=4ftR = 4\,ft.

    • Scenario: The tank is initially full. Water is pumped out to the top until only 4ft4\,ft of water remains in the tank.

    • Work Definition: Work (WW) is Force×d(displacement)\int \text{Force} \times d(\text{displacement}).

    • Coordinate System: The x-axis is vertical, with the origin (0,0)(0,0) at the top of the cone. The cone extends down to x=12x = 12. Because we leave 4ft4\,ft at the bottom, we pump water from x=0x = 0 to x=8x = 8.

  • Constants and Geometry:

    • Weight density of water in US units: 62.4lb/ft362.4\,lb/ft^3.

    • To find the radius rr of a water slice at any depth xx, use the equation of a line or similar triangles.

    • Points for the line: (0,4)(0, 4) (top radius) and (12,0)(12, 0) (bottom vertex).

    • Slope (mm) calculation: 04120=412=13\frac{0 - 4}{12 - 0} = -\frac{4}{12} = -\frac{1}{3}.

    • Radius equation: r=13x+4r = -\frac{1}{3}x + 4.

  • Force and Volume of a Slice:

    • Volume of a thin cylindrical disc: V=πr2dx=π(13x+4)2dxV = \pi r^2 dx = \pi (-\frac{1}{3}x + 4)^2 dx.

    • Force: Weight Density×Volume=62.4π(13x+4)2dx\text{Weight Density} \times \text{Volume} = 62.4 \pi (-\frac{1}{3}x + 4)^2 dx.

    • Distance lifted: Since the origin is at the top, the distance each slice at position xx must be lifted is simply xx.

  • Integration for Work:

    • W=0862.4πx(13x+4)2dxW = \int_0^8 62.4 \pi x (-\frac{1}{3}x + 4)^2 dx.

    • Substitution (uu-sub): Let u=13x+4u = -\frac{1}{3}x + 4. Then du=13dxdu = -\frac{1}{3}dx (or dx=3dudx = -3du). Solve for xx: x=3(4u)=123ux = 3(4 - u) = 12 - 3u.

    • Limits change: When x=0,u=4x = 0, u = 4. When x=8,u=43x = 8, u = \frac{4}{3}.

    • The integral becomes: 44/362.4π(123u)u2(3)du\int_{4}^{4/3} 62.4 \pi (12 - 3u) u^2 (-3) du.

    • Simplify and evaluate: Distribution leads to a polynomial that is integrated using the power rule.

Radial Mass Density

  • Concept Analysis:

    • Linear mass density is the integral of the density over length.

    • Radial mass density involves a circular object where density changes as you move from the center (radius 00) outward to a fixed radius RR.

    • The mass of a thin ring (washer) at radius xx is the density at that radius multiplied by the circumference (2πx2\pi x) and the width (dxdx).

    • Mass Formula: M=0R2πxρ(x)dxM = \int_0^R 2\pi x \cdot \rho(x) dx.

  • Example Calculation:

    • Given density ρ(x)=ex2\rho(x) = e^{-x^2}. mass =0R2πxex2dx= \int_0^R 2\pi x e^{-x^2} dx.

    • Using substitution u=x2u = -x^2, du=2xdxdu = -2x dx.

    • The integral becomes πeudu\int -\pi e^u du, which evaluates to π(1eR2)\pi(1 - e^{-R^2}).

Arc Length and Surface Area of Revolution

  • Arc Length:

    • Formula: L=ab1+(dydx)2dxL = \int_a^b \sqrt{1 + (\frac{dy}{dx})^2} dx.

    • Example: Find length of y=3x+5y = 3x + 5 from 00 to 44.

    • Derivative: dydx=3\frac{dy}{dx} = 3.

    • Integral: 041+32dx=0410dx\int_0^4 \sqrt{1 + 3^2} dx = \int_0^4 \sqrt{10} dx. Result: 4104\sqrt{10}.

  • Surface Area of Revolution:

    • Formula: S=ab2πf(x)1+(f(x))2dxS = \int_a^b 2\pi f(x) \sqrt{1 + (f'(x))^2} dx.

    • Example: Rotate y=2x+2y = 2x + 2 around the x-axis from x=1x = 1 to x=2x = 2.

    • f(x)=2f'(x) = 2. The radical part is 1+22=5\sqrt{1 + 2^2} = \sqrt{5}.

    • Integral: 2π512(2x+2)dx=2π5[x2+2x]12=2π5(83)=10π52\pi \sqrt{5} \int_1^2 (2x + 2) dx = 2\pi \sqrt{5} [x^2 + 2x]_1^2 = 2\pi \sqrt{5} (8 - 3) = 10\pi \sqrt{5}.

Volume of Solids (Disk and Washer Methods)

  • Disk Method:

    • Rotational solids around the x-axis: Volume V=abπ[f(x)]2dxV = \int_a^b \pi [f(x)]^2 dx.

    • Example: y=3x2y = 3x^2 from 00 to 11 around x-axis.

    • V=01π(3x2)2dx=019πx4dx=[9πx55]01=9π5V = \int_0^1 \pi (3x^2)^2 dx = \int_0^1 9\pi x^4 dx = [\frac{9\pi x^5}{5}]_0^1 = \frac{9\pi}{5}.

  • Washer Method:

    • Used when rotating the area between two curves, resulting in a hollow center.

    • Volume V=abπ([R(x)]2[r(x)]2)dxV = \int_a^b \pi ([R(x)]^2 - [r(x)]^2) dx, where R(x)R(x) is the outer radius (top function) and r(x)r(x) is the inner radius (bottom function).

    • Example: Two lines y=x+3y = x + 3 and y=xy = x from x=0x = 0 to x=4x = 4 around x-axis.

    • Identify Outer/Inner: R=x+3R = x + 3, r=xr = x.

    • Integral: π04((x+3)2x2)dx=π04(x2+6x+9x2)dx=π04(6x+9)dx\pi \int_0^4 ((x+3)^2 - x^2) dx = \pi \int_0^4 (x^2 + 6x + 9 - x^2) dx = \pi \int_0^4 (6x + 9) dx.

    • Result: π[3x2+9x]04=π(48+36)=84π\pi [3x^2 + 9x]_0^4 = \pi (48 + 36) = 84\pi.

Advanced Separable Equations and Partial Fraction Decomposition

  • General Technique:

    • Separable equations take the form dydx=g(x)h(y)\frac{dy}{dx} = g(x)h(y). Move all yy terms to one side and xx terms to the other.

    • Example Equation: dydx=(x2+1)(y4)(y+2)\frac{dy}{dx} = (x^2 + 1)(y - 4)(y + 2).

    • Rearrange: 1(y4)(y+2)dy=(x2+1)dx\int \frac{1}{(y - 4)(y + 2)} dy = \int (x^2 + 1) dx.

    • Partial Fraction Decomposition (PFD):

      • 1(y4)(y+2)=Ay4+By+2\frac{1}{(y-4)(y+2)} = \frac{A}{y-4} + \frac{B}{y+2}.

      • Multiply by denominator: 1=A(y+2)+B(y4)1 = A(y+2) + B(y-4).

      • If y=4,1=6AA=1/6y = 4, 1 = 6A \rightarrow A = 1/6.

      • If y=2,1=6BB=1/6y = -2, 1 = -6B \rightarrow B = -1/6.

      • Integrant: 16lny416lny+2=16lny4y+2\frac{1}{6} \ln|y-4| - \frac{1}{6} \ln|y+2| = \frac{1}{6} \ln|\frac{y-4}{y+2}|.

  • Solving for Initial Value:

    • Condition: y(0)=8y(0) = 8.

    • Integrate right side: 13x3+x+C\frac{1}{3}x^3 + x + C.

    • Resulting equation: 16lny4y+2=x33+x+C\frac{1}{6} \ln|\frac{y-4}{y+2}| = \frac{x^3}{3} + x + C.

    • Algebraic manipulation (multiplying by 6, exponentiating) allows one to solve explicitly for yy.

Questions & Discussion

  • Question: Is the test on Wednesday or Thursday?

  • Response: The test is on Wednesday. The first review was Thursday, which might have caused the confusion.

  • Question: Will there be hydrostatic pressure or spring problems on the test?

  • Response: There will be no hydrostatic pressure problems. There will likely be no spring math on the test either.

  • Question: On the pumping water problem, why is the radius term not 2x2x?

  • Response: 2x2x is typically used when looking for surface area in certain contexts, but for volume discs in an inverted cone, the radius is calculated based on the linear slope of the cone wall.

  • Question: Are the books linked in the syllabus always free?

  • Response: Yes, the books linked are free. One student noted they previously had to buy an expensive book for Economics, which contrasts with this course's free resources.