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Double Integrals over a General Region

Core Definition

A general region D⊂R2D \subset \mathbb{R}^2 is a bounded planar domain whose boundaries are defined by continuous curves rather than fixed rectangular constants. A double integral over a general region is evaluated as an iterated integral where the outer limits are always constants and the inner limits are functions of the outer variable:

  • Type I Region (Vertical Slices): D={(x,y)∈R2∣a≤x≤b, g1(x)≤y≤g2(x)}D = \{(x, y) \in \mathbb{R}^2 \mid a \le x \le b, \, g_1(x) \le y \le g_2(x)\}
    ∬Df(x,y) dA=∫ab(∫g1(x)g2(x)f(x,y) dy)dx\iint_D f(x, y) \, dA = \int_{a}^{b} \left( \int_{g_1(x)}^{g_2(x)} f(x, y) \, dy \right) dx
  • Type II Region (Horizontal Slices): D={(x,y)∈R2∣c≤y≤d, h1(y)≤x≤h2(y)}D = \{(x, y) \in \mathbb{R}^2 \mid c \le y \le d, \, h_1(y) \le x \le h_2(y)\}
    ∬Df(x,y) dA=∫cd(∫h1(y)h2(y)f(x,y) dx)dy\iint_D f(x, y) \, dA = \int_{c}^{d} \left( \int_{h_1(y)}^{h_2(y)} f(x, y) \, dx \right) dy

Concept Explanation

When integrating over non-rectangular domains, the geometric profile of the boundary curves dictates how the region must be sliced to formulate clean single integrals:

1. Type I Regions (Vertical Slices: dy dxdy \, dx)

In a Type I domain:

  • The projection of DD onto the xx-axis forms the constant outer interval [a,b][a, b].
  • For any fixed x∈[a,b]x \in [a, b], a vertical ray entering the region from below enters at the lower boundary curve y=g1(x)y = g_1(x) and exits at the upper boundary curve y=g2(x)y = g_2(x).
  • Crucial Rule: The inner integral is evaluated with respect to yy, yielding a function of xx only. The outer integral integrates with respect to xx across the constant limits [a,b][a, b], ensuring that the final output is a finite numeric value.

2. Type II Regions (Horizontal Slices: dx dydx \, dy)

In a Type II domain:

  • The projection of DD onto the yy-axis forms the constant outer interval [c,d][c, d].
  • For any fixed y∈[c,d]y \in [c, d], a horizontal ray passing from left to right enters the region at the left boundary curve x=h1(y)x = h_1(y) and exits at the right boundary curve x=h2(y)x = h_2(y).
  • Crucial Rule: The inner integral is evaluated with respect to xx, yielding a function of yy only. The outer integral evaluates across constant limits [c,d][c, d].

3. Finding Boundary Limits via Intersection Points

To rigorously establish integration limits:

  1. Find Outer Bounds: Equate boundary curves (g1(x)=g2(x)g_1(x) = g_2(x) or h1(y)=h2(y)h_1(y) = h_2(y)) and solve for real intersection points. These roots form the endpoints of the outer constant interval.
  2. Determine Top/Bottom or Left/Right Orientation: Test a midpoint value inside the outer interval to determine which curve is strictly greater (g2(x)≥g1(x)g_2(x) \ge g_1(x) or h2(y)≥h1(y)h_2(y) \ge h_1(y)).
  3. Compound Regions: If a boundary curve changes character midway through the interval (e.g., a top boundary shifts from a line to a parabola), the region must be partitioned into a union of disjoint sub-regions D=D1∪D2D = D_1 \cup D_2, where ∬Df dA=∬D1f dA+∬D2f dA\iint_D f \, dA = \iint_{D_1} f \, dA + \iint_{D_2} f \, dA.

Engineering Applications

  • Civil & Structural Engineering: Computing resultant hydrostatic force FR=∬Dρg(H−y) dAF_R = \iint_D \rho g (H - y) \, dA and center of pressure on submerged parabolic, trapezoidal, or circular dam floodgates.
  • Construction Management & Mechanics: Calculating planar centroid coordinates (xˉ,yˉ)=(1A∬Dx dA, 1A∬Dy dA)(\bar{x}, \bar{y}) = \left(\frac{1}{A}\iint_D x \, dA, \, \frac{1}{A}\iint_D y \, dA\right) for irregular structural steel gusset plates and concrete shear walls.
  • Mechanical & Fluid Engineering: Evaluating mass flow rate and viscous shear stress distributions across tapered aerodynamic ducts and non-circular pipe conduits.
  • Aerospace Engineering: Determining geometric area and wing planform centroid for swept-back or delta wing configurations.

Example Problems

Example 1: Type I Region (Parabola and Slanted Line)

Evaluate ∬D(x+y) dA\iint_D (x + y) \, dA where DD is the region bounded by y=x2y = x^2 and y=2xy = 2x.

Solution

Step 1: Locate Intersection Points (Outer Bounds)
Equate boundary equations to find where the curves cross:

x2=2x  ⟹  x2−2x=0  ⟹  x(x−2)=0x^2 = 2x \implies x^2 - 2x = 0 \implies x(x - 2) = 0
The intersection points occur at x=0x = 0 and x=2x = 2.

Step 2: Identify Boundary Hierarchy
On the interval (0,2)(0, 2), test x=1x = 1: y=2(1)=2y = 2(1) = 2 and y=(1)2=1y = (1)^2 = 1. Since 2>12 > 1, the line y=2xy = 2x is the upper boundary and the parabola y=x2y = x^2 is the lower boundary. Thus:

D={(x,y)∈R2∣0≤x≤2, x2≤y≤2x}D = \{(x, y) \in \mathbb{R}^2 \mid 0 \le x \le 2, \, x^2 \le y \le 2x\}

Step 3: Formulate Iterated Integral
State the Type I Double Integral Formula:

∬Df(x,y) dA=∫ab∫g1(x)g2(x)f(x,y) dy dx\iint_D f(x, y) \, dA = \int_{a}^{b} \int_{g_1(x)}^{g_2(x)} f(x, y) \, dy \, dx
Substitute limits and integrand:
I=∫02∫x22x(x+y) dy dxI = \int_{0}^{2} \int_{x^2}^{2x} (x + y) \, dy \, dx

Step 4: Evaluate Inner Integral (dydy)

∫x22x(x+y) dy=[xy+12y2]y=x2y=2x=(x(2x)+12(2x)2)−(x(x2)+12(x2)2)\int_{x^2}^{2x} (x + y) \, dy = \left[ xy + \frac{1}{2}y^2 \right]_{y=x^2}^{y=2x} = \Big(x(2x) + \frac{1}{2}(2x)^2\Big) - \Big(x(x^2) + \frac{1}{2}(x^2)^2\Big)
=(2x2+2x2)−(x3+12x4)=4x2−x3−12x4= (2x^2 + 2x^2) - (x^3 + \frac{1}{2}x^4) = 4x^2 - x^3 - \frac{1}{2}x^4

Step 5: Evaluate Outer Integral (dxdx)

∫02(4x2−x3−12x4) dx=[43x3−14x4−110x5]02\int_{0}^{2} \left( 4x^2 - x^3 - \frac{1}{2}x^4 \right) \, dx = \left[ \frac{4}{3}x^3 - \frac{1}{4}x^4 - \frac{1}{10}x^5 \right]_{0}^{2}
=(43(8)−14(16)−110(32))−0=323−4−165= \left( \frac{4}{3}(8) - \frac{1}{4}(16) - \frac{1}{10}(32) \right) - 0 = \frac{32}{3} - 4 - \frac{16}{5}
Find common denominator (1515):
=16015−6015−4815=5215= \frac{160}{15} - \frac{60}{15} - \frac{48}{15} = \frac{52}{15}

Example 2: Type II Region (Horizontal Slices)

Evaluate ∬D(x+y) dA\iint_D (x + y) \, dA where DD is bounded on the left by x=y2x = y^2 and on the right by x=yx = y for 0≤y≤10 \le y \le 1.

Solution

Step 1: Formulate Type II Iterated Integral
State the Type II Double Integral Formula:

∬Df(x,y) dA=∫cd∫h1(y)h2(y)f(x,y) dx dy\iint_D f(x, y) \, dA = \int_{c}^{d} \int_{h_1(y)}^{h_2(y)} f(x, y) \, dx \, dy
Here c=0,d=1c = 0, d = 1, left bound h1(y)=y2h_1(y) = y^2, and right bound h2(y)=yh_2(y) = y.
I=∫01∫y2y(x+y) dx dyI = \int_{0}^{1} \int_{y^2}^{y} (x + y) \, dx \, dy

Step 2: Evaluate Inner Integral (dxdx)

∫y2y(x+y) dx=[x22+yx]x=y2x=y=(y22+y2)−(y42+y3)=32y2−y3−12y4\int_{y^2}^{y} (x + y) \, dx = \left[ \frac{x^2}{2} + yx \right]_{x=y^2}^{x=y} = \left( \frac{y^2}{2} + y^2 \right) - \left( \frac{y^4}{2} + y^3 \right) = \frac{3}{2}y^2 - y^3 - \frac{1}{2}y^4

Step 3: Evaluate Outer Integral (dydy)

∫01(32y2−y3−12y4) dy=[12y3−14y4−110y5]01\int_{0}^{1} \left( \frac{3}{2}y^2 - y^3 - \frac{1}{2}y^4 \right) \, dy = \left[ \frac{1}{2}y^3 - \frac{1}{4}y^4 - \frac{1}{10}y^5 \right]_{0}^{1}
=12−14−110=1020−520−220=320= \frac{1}{2} - \frac{1}{4} - \frac{1}{10} = \frac{10}{20} - \frac{5}{20} - \frac{2}{20} = \frac{3}{20}


Connections & References