Sources of water
A water supply scheme starts with a reliable source that can provide enough water of acceptable quality through dry years and for the design population decades ahead. Sources are surface water, from rivers, lakes and reservoirs, and groundwater, from wells, tube wells and infiltration galleries. Rainwater harvesting, desalination and treated wastewater reuse are increasingly important supplements.
Rivers provide large quantities but their flow and quality vary with season, and they carry sediment, pathogens and pollution from upstream. Intakes must work at low flow and survive floods. Storage reservoirs even out seasonal variation; their yield is assessed from long flow records using mass curves or sequent-peak analysis. Lakes have more stable quality but can suffer algal blooms. Groundwater is usually clearer and cooler, free of most pathogens, and available close to demand, but its yield depends on aquifer properties and recharge. Over-pumping lowers water tables, raises pumping costs and can draw in saline or fluoride- and arsenic-bearing water.
Source selection weighs quantity, quality, reliability, distance and elevation (which decide pumping cost), treatment needs, environmental flows for downstream users and long-term sustainability. Demand is estimated from population forecasts (arithmetic, geometric, incremental increase or logistic methods) multiplied by per capita demand, with allowances for institutions, industry, fire fighting and losses.
Look at the driest year on record, not the average year, when judging whether a source is enough.
Demand = population × per capita demand + other usesGeometric growth: Pₙ = P₀ (1 + r)ⁿIncremental increase: Pₙ = P₀ + n x̄ + n(n + 1) ȳ / 2Safe yield: from mass curve or sequent-peak analysis
Planning a groundwater scheme from one pumping test in the monsoon, when water tables are at their highest.
Problem. A town of 85 000 grows at 2.5 percent per year. Find the population after 30 years by the geometric method and the daily demand at 135 L per head plus 15 percent for losses and other uses.
- P₃₀ = 85 000 × 1.025³⁰ = 85 000 × 2.098 = 178 300.
- Demand = 178 300 × 135 = 24.07 million litres per day.
- With 15 percent extra: 27.7 MLD.
Answer. About 178 000 people and about 28 MLD
Quick quiz
1Name two advantages of groundwater as a source.
Usually clearer and largely free of pathogens; available near demand.
2What is safe yield of a reservoir?
The supply it can maintain through the critical dry period.
3Name a population forecasting method.
Arithmetic, geometric, incremental increase or logistic.
- CPHEEO Manual on Water Supply and Treatment (India): Central government manual for planning, design and operation of public water supply.
- IS 1172 (India): Basic requirements for water supply, drainage and sanitation, including per-capita demand.
Clauses and documents to read
- CPHEEO Manual on Water Supply and Treatment (Part A, planning chapters, cited by name)
- IS 1172:1993 (per capita water requirements)
Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.
References and further reading
Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.
- S. K. Garg, Water Supply Engineering (Environmental Engineering Vol. I), Khanna Publishers, latest edition.
- MWH (J. C. Crittenden et al.), Water Treatment: Principles and Design, Wiley, 3rd edition.
- H. S. Peavy, D. R. Rowe, G. Tchobanoglous, Environmental Engineering, McGraw Hill, 1985.
Free and official sources
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