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).
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).