Skip to main content

Population forecast 2021 census, 2024 base year

Short answer

Using arithmetical increase method, population in 2044 is 58,525; geometrical increase gives 75,918. Design population adopted as mean 67,221. Total water demand (including 25% industrial and 15% losses) is 12,324 m³/day (142.6 L/s).

Population of a municipality in Nepal as obtained from census data is as follows:

Year (A.D)19811991200120112021
Population1600022000280003500043000

Forecast the population for the design year using any two methods. Determine the water demand for the municipality at the end of the design year if the base year is taken as 2024 AD and the design period is 20 years. Assume per capita water allowance of 110 lpcd. Take industrial demand as 25% of total demand and water losses wastage as 15% of the total demand. Neglect other demands.

Base year 2024 and design period 20 years give the design year 2024+20=20442024+20 = 2044. The last census is 2021, so n=(2044−2021)/10=2.3n = (2044-2021)/10 = 2.3 decades.

Population forecast

Arithmetical increase method

Average increase per decade: xˉ=43,000−16,0004=6,750.0\bar x = \dfrac{43{,}000-16{,}000}{4} = 6{,}750.0

P2044=Pn+nxˉ=43,000+2.3×6,750.0=58,525P_{2044} = P_n + n\bar x = 43{,}000 + 2.3\times 6{,}750.0 = 58{,}525

Geometrical increase method

Average growth rate per decade (geometric mean): r=(43,00016,000)1/4−1=28.037%r = \left(\dfrac{43{,}000}{16{,}000}\right)^{1/4}-1 = 28.037\%

P2044=Pn(1+r)n=43,000×(1+0.28037)2.3=75,918P_{2044} = P_n(1+r)^n = 43{,}000\times(1+0.28037)^{2.3} = 75{,}918

The two methods give 58,525 and 75,918. The data show a fairly steady increase of 6,000 to 8,000 per decade, while the percentage growth rate is falling. The geometric method (constant percentage growth) therefore overestimates, and the arithmetic method (constant increase) slightly underestimates, since the increase is still rising. The mean of the two methods is adopted as the design population.

P2044=58,525+75,9182=67,221P_{2044} = \frac{58{,}525+75{,}918}{2} = 67{,}221

Water demand

Domestic demand =67,221×110/1000=7,394.4 m3/day= 67{,}221\times110/1000 = 7{,}394.4\ \mathrm{m^3/day}.

Industrial demand is 25% and losses are 15% of the total demand QQ, so the domestic demand is the remaining 60%.

Q=7,394.41−0.25−0.15=7,394.40.60=12,323.9 m3/dayIndustrial=0.25Q=3,081.0 m3/dayLosses=0.15Q=1,848.6 m3/day\begin{aligned} Q &= \frac{7{,}394.4}{1-0.25-0.15} = \frac{7{,}394.4}{0.60} = 12{,}323.9\ \mathrm{m^3/day}\\ \text{Industrial} &= 0.25Q = 3{,}081.0\ \mathrm{m^3/day}\\ \text{Losses} &= 0.15Q = 1{,}848.6\ \mathrm{m^3/day} \end{aligned}

Answer: Design population (2044) = 67,221; total water demand = 12,324 m3^3/day (142.6 l/s).

✓ Answer checked by Claude Opus 5.5 (high effort)

All Water Supply Engineering chapter 3 questions →