A general region 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):
- Type II Region (Horizontal Slices):
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: )
In a Type I domain:
- The projection of onto the -axis forms the constant outer interval .
- For any fixed , a vertical ray entering the region from below enters at the lower boundary curve and exits at the upper boundary curve .
- Crucial Rule: The inner integral is evaluated with respect to , yielding a function of only. The outer integral integrates with respect to across the constant limits , ensuring that the final output is a finite numeric value.
2. Type II Regions (Horizontal Slices: )
In a Type II domain:
- The projection of onto the -axis forms the constant outer interval .
- For any fixed , a horizontal ray passing from left to right enters the region at the left boundary curve and exits at the right boundary curve .
- Crucial Rule: The inner integral is evaluated with respect to , yielding a function of only. The outer integral evaluates across constant limits .
3. Finding Boundary Limits via Intersection Points
To rigorously establish integration limits:
- Find Outer Bounds: Equate boundary curves ( or ) and solve for real intersection points. These roots form the endpoints of the outer constant interval.
- Determine Top/Bottom or Left/Right Orientation: Test a midpoint value inside the outer interval to determine which curve is strictly greater ( or ).
- 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 , where .
Engineering Applications
- Civil & Structural Engineering: Computing resultant hydrostatic force and center of pressure on submerged parabolic, trapezoidal, or circular dam floodgates.
- Construction Management & Mechanics: Calculating planar centroid coordinates 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 where is the region bounded by and .
Solution
Step 1: Locate Intersection Points (Outer Bounds)
Equate boundary equations to find where the curves cross:
Step 2: Identify Boundary Hierarchy
On the interval , test : and . Since , the line is the upper boundary and the parabola is the lower boundary. Thus:
Step 3: Formulate Iterated Integral
State the Type I Double Integral Formula:
Step 4: Evaluate Inner Integral ()
Step 5: Evaluate Outer Integral ()
Example 2: Type II Region (Horizontal Slices)
Evaluate where is bounded on the left by and on the right by for .
Solution
Step 1: Formulate Type II Iterated Integral
State the Type II Double Integral Formula:
Step 2: Evaluate Inner Integral ()
Step 3: Evaluate Outer Integral ()
Connections & References
- Parent Concepts: Multiple Integrals, Double Integrals over a Rectangular Region
- Sub-concepts & Extensions:
- Course Links: