Optimisation: Minimising Cost for Karachi's Water Storage Tanks
Karachi's chronic water shortage leads KWSB (Karachi Water and Sewerage Board) to install cylindrical storage tanks in residential areas. An engineer must minimise the cost of material for a closed cylindrical tank of volume 2000 litres (2 m³). Let radius = r, height = h. Volume: πr²h = 2 → h = 2/(πr²). Surface area: S = 2πr² + 2πrh = 2πr² + 4/r. dS/dr = 4πr − 4/r² = 0 → r³ = 1/π → r ≈ 0.683 m, h ≈ 1.366 m. The optimum tank has h = 2r — height equals diameter. This is a direct application of 9709 differentiation optimisation, saving construction material costs across thousands of tanks installed city-wide.
Power rule: d/dx(xⁿ)=nxⁿ⁻¹; chain rule: d/dx[f(g(x))]=f'(g(x))g'(x)
Quotient rule: (u/v)'=(u'v−uv')/v²
=0 inconclusive
verify max/min
Pakistan Example
Optimisation: Minimising Cost for Karachi's Water Storage Tanks
Karachi's chronic water shortage leads KWSB (Karachi Water and Sewerage Board) to install cylindrical storage tanks in residential areas. An engineer must minimise the cost of material for a closed cylindrical tank of volume 2000 litres (2 m³). Let radius = r, height = h. Volume: πr²h = 2 → h = 2/(πr²). Surface area: S = 2πr² + 2πrh = 2πr² + 4/r. dS/dr = 4πr − 4/r² = 0 → r³ = 1/π → r ≈ 0.683 m, h ≈ 1.366 m. The optimum tank has h = 2r — height equals diameter. This is a direct application of 9709 differentiation optimisation, saving construction material costs across thousands of tanks installed city-wide.