Mathematics (9709)
Topic 5 of 9Cambridge A Levels

Pure 1: Integration

Indefinite and definite integration, integration by substitution, area under a curve, and volumes of revolution for CIE 9709.

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Pure 1: Integration — CIE A Level Mathematics 9709


1. Standard Results


Integration is the reverse of differentiation (anti-differentiation).


| f(x) | ∫f(x)dx |

|---|---|

| xⁿ (n ≠ −1) | xⁿ⁺¹/(n+1) + C |

| 1/x | ln|x| + C |

| eˣ | eˣ + C |

| sin x | −cos x + C |

| cos x | sin x + C |

| sec²x | tan x + C |

| (ax+b)ⁿ | (ax+b)ⁿ⁺¹/[a(n+1)] + C |


Key: Always add the constant of integration C for indefinite integrals.


2. Integration by Substitution


Used when the integrand contains a composite function.


Method: Let u = g(x), find du/dx, replace dx = du/(du/dx), integrate in u, substitute back.


Example: ∫ x(x² + 1)³ dx

Let u = x² + 1 → du = 2x dx → x dx = du/2.

∫ u³ × du/2 = u⁴/8 + C = (x² + 1)⁴/8 + C


Example: ∫ sin(2x) dx

Let u = 2x → du = 2 dx → dx = du/2.

∫ sin u × du/2 = −cos u/2 + C = −cos(2x)/2 + C

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3. Definite Integrals and Area


Definite integral: $int_a^b f(x) , dx = [F(x)]_a^b = F(b) - F(a)$


Area under a curve (between curve and x-axis, a ≤ x ≤ b):

  • If f(x) ≥ 0: Area = ∫ₐᵇ f(x) dx
  • If f(x) < 0 in part of [a,b]: split at roots and take |value| for negative regions

Area between two curves: Area = ∫ₐᵇ [f(x) − g(x)] dx, where f(x) ≥ g(x) in [a,b].


Find where curves meet (set equal) to determine limits.


Example: Find the area enclosed by y = x² and y = 2x − x².

Intersection: x² = 2x − x² → 2x² − 2x = 0 → x(x−1) = 0 → x = 0, 1.

In [0,1], 2x − x² > x² → Area = ∫₀¹ (2x − 2x²) dx = [x² − 2x³/3]₀¹ = 1 − 2/3 = 1/3 sq. units


4. Volumes of Revolution


About x-axis: V = π ∫ₐᵇ y² dx


About y-axis: V = π ∫_c^d x² dy


Example: The region bounded by y = √x, x = 0, x = 4, y = 0, is rotated about the x-axis. Find the volume.

V = π ∫₀⁴ (√x)² dx = π ∫₀⁴ x dx = π[x²/2]₀⁴ = π × 8 = 8π cubic units


5. Trapezium Rule (Numerical Integration)


When exact integration is impossible or impractical:

$$int_a^b f(x) , dx approx rac{h}{2}[y_0 + 2(y_1 + y_2 + ldots + y_{n-1}) + y_n]$$


where h = (b−a)/n (strip width) and y_i = f(a + ih).


Improving accuracy: Increase the number of strips (smaller h).

Overestimate or underestimate: depends on concavity of the curve.


6. Integration as the Reverse of Differentiation


Finding constants: If dy/dx = f(x) and a point (a, b) is given:

y = ∫f(x) dx + C, then substitute x = a, y = b to find C.


Example: dy/dx = 3x² − 2x and y = 5 when x = 1.

y = x³ − x² + C; 5 = 1 − 1 + C → C = 5; y = x³ − x² + 5

Key Points to Remember

  • 1Power rule integral: ∫xⁿdx = xⁿ⁺¹/(n+1)+C; ∫1/x dx = ln|x|+C; ∫eˣdx=eˣ+C
  • 2Substitution: let u=inner function; replace dx and x-terms; integrate in u; back-substitute
  • 3Definite integral = F(b)−F(a); area below x-axis is negative — take absolute value
  • 4Area between curves: ∫[top−bottom]dx from intersection to intersection
  • 5Volume of revolution about x-axis: V = π∫y²dx; about y-axis: V = π∫x²dy
  • 6Trapezium rule: h/2[y₀+2(y₁+...+yₙ₋₁)+yₙ]; more strips = more accurate

Pakistan Example

Integration in Pakistan: Water Flow and Agricultural Irrigation

The Indus River Basin irrigation system — the world's largest — involves engineers calculating cumulative water flow using integration. If the flow rate in the Upper Chenab Canal at time t hours is modelled by Q(t) = 200 + 50sin(πt/12) cubic metres per hour (capturing daily variation), the total water delivered from t=0 to t=24 is ∫₀²⁴ Q(t)dt = [200t − 600cos(πt/12)/π]₀²⁴ = 200×24 + 0 = 4800 m³. The area under the flow-rate curve represents total volume — a direct application of definite integration. Optimising the cross-section of irrigation channels to maximise flow also uses calculus of areas (integration to find the cross-sectional area as a function of channel dimensions).

Quick Revision Infographic

Mathematics — Quick Revision

Pure 1: Integration

Key Concepts

1Power rule integral: ∫xⁿdx = xⁿ⁺¹/(n+1)+C; ∫1/x dx = ln|x|+C; ∫eˣdx=eˣ+C
2Substitution: let u=inner function; replace dx and x-terms; integrate in u; back-substitute
3Definite integral = F(b)−F(a); area below x-axis is negative — take absolute value
4Area between curves: ∫[top−bottom]dx from intersection to intersection
5Volume of revolution about x-axis: V = π∫y²dx; about y-axis: V = π∫x²dy
6Trapezium rule: h/2[y₀+2(y₁+...+yₙ₋₁)+yₙ]; more strips = more accurate

Formulas to Know

C; ∫1/x dx = ln|x|+C; ∫eˣdx=eˣ+C
Substitution: let u=inner function; replace dx and x-terms; integrate in u; back-substitute
Definite integral = F(b)−F(a); area below x-axis is negative — take absolute value
V = π∫y²dx; about y-axis: V = π∫x²dy
Pakistan Example

Integration in Pakistan: Water Flow and Agricultural Irrigation

The Indus River Basin irrigation system — the world's largest — involves engineers calculating cumulative water flow using integration. If the flow rate in the Upper Chenab Canal at time t hours is modelled by Q(t) = 200 + 50sin(πt/12) cubic metres per hour (capturing daily variation), the total water delivered from t=0 to t=24 is ∫₀²⁴ Q(t)dt = [200t − 600cos(πt/12)/π]₀²⁴ = 200×24 + 0 = 4800 m³. The area under the flow-rate curve represents total volume — a direct application of definite integration. Optimising the cross-section of irrigation channels to maximise flow also uses calculus of areas (integration to find the cross-sectional area as a function of channel dimensions).

SeekhoAsaan.com — Free RevisionPure 1: Integration Infographic

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