Population forecasting in water-supply planning: Which graphical or mathematical form can conveniently represent population growth for demand estimation over time?

Difficulty: Easy

Correct Answer: All of the above

Explanation:


Introduction / Context:
Water-supply systems are sized for future demand, so population growth modeling is a foundational step. Different mathematical models and plotting techniques are used depending on the city’s development stage, constraints, and historical data behavior.



Given Data / Assumptions:

  • Historical population data at decadal intervals.
  • Urban growth possibly influenced by economy, land availability, and policy.
  • No single universal model fits all cities and periods.


Concept / Approach:
The arithmetical increase method assumes a constant increment per period (linear growth). The geometric (semi-log) method assumes a constant percentage growth, suitable for early fast-growing towns. The logistic curve accounts for a carrying capacity, leveling off as resources or land become limiting. Engineers often plot data in multiple ways to see which model best fits and then select the projection that aligns with planning narratives.



Step-by-Step Solution:

Plot population vs time on arithmetic scale and on semi-log paper.Check residuals; if growth percentage is roughly constant, a semi-log straight line is appropriate.If saturation is evident, fit a logistic curve with inflection and carrying capacity.


Verification / Alternative check:
Compare projections against known drivers (industry projects, zoning, transit). Adjust for policy constraints and sensitivity-test infrastructure capacities.



Why Other Options Are Wrong:
Each method is valid under specific conditions; therefore, limiting to a single method would be misleading. Hence, “All of the above” is best.



Common Pitfalls:
Extrapolating exponential growth indefinitely; ignoring migration shocks; failing to reconcile model outputs with land-use plans.



Final Answer:
All of the above

More Questions from Water Supply Engineering

Discussion & Comments

No comments yet. Be the first to comment!
Join Discussion