Amogh N P
 In loving memory of Amogh N P — Architect · Designer · Visionary 
Overhead water-storage tanks on a building roof — the gravity-feed store sized for about a day's demand.
Unit IConcept of Building Services

Water Characteristics & Quality

Where water comes from, why it must be treated, and how much a building needs.

≈ 30 min + worked example

Before a building can do anything else, it needs clean water in the right quantity. That means knowing where water comes from, what makes raw water unsafe, how it is treated to be potable, and how much a given building actually needs — the per-capita demand that sizes every tank and pipe.

Learning objectives

By the end of this lesson, you will be able to — mapped to the course outcomes for Concept of Building Services:

1
CO1 · Understand

Compare surface and ground water by quality and quantity.

2
CO1 · Understand

List the impurities in water and the treatment steps that remove them.

3
CO1 · Apply

Estimate a building's daily water demand and storage from per-capita figures.

4
CO6 · Apply

Recall the key IS 10500 potability limits.

Raw to potable

Sources and treatment

Surface water is plentiful but turbid and pathogen-laden; ground water is clearer but often hard. Either way it passes a treatment train and must meet the IS 10500 potability limits.[2, 3]

Where building water comes from ground level surface water (river / lake) water table aquifer (ground water) open well borewell
DiagramSurface water sources and ground water below the water table tapped by a well and borewell
From raw water to potable raw water Screening Aeration Coagulation / flocculation Sedimentation Filtration Disinfection potable chlorination kills the pathogens and leaves a residual
DiagramThe water treatment train from screening through to disinfection

Rivers, lakes, reservoirs

Large but seasonal; carries high turbidity (silt), organic matter and a high pathogen load, so it usually needs the full treatment train. Generally softer (lower mineral content).[2, 1]

Sedimentation tanks at a water-treatment works, where coagulated flocs settle out before filtration.
PhotoSedimentation tanks at a water-treatment works, where coagulated flocs settle out before filtration.Unknown author · CC BY-SA 3.0 · via Wikimedia Commons
A tube-well / borewell tapping ground water — a steadier but often harder source than surface water.
PhotoA tube-well / borewell tapping ground water — a steadier but often harder source than surface water.Unknown author · Public domain · via Wikimedia Commons
Demand & storage

How much water does a building need?

Design demand is per person per day — 135 LPCD for full-flushing housing — and a building stores about a day's worth, split between an underground sump and a rooftop overhead tank.[4, 2]

Storage — sump, pump, overhead tank underground sump overhead tank (OHT) pump gravity feed down municipal main Daily demand = population × LPCD; store ≈ one day.
DiagramA sump, pump and overhead tank arrangement for building water storage

The design figure

For towns and cities with full flushing, the standard per-capita demand is 135 litres per capita per day (IS 1172 / NBC 2016 Part 9) — about 90 L domestic plus 45 L for flushing. Lower (70–100 LPCD) where there is no flushing; higher (150–200) for large cities.[4, 2]

Live calculator

Estimate the demand

Drive it yourself: a 100-person residential building at 135 LPCD needs 13,500 litres a day — about a 13.5 m³ store. Change the occupancy and population and watch the tanks resize.

Water demand & storage

Daily demand = population × LPCD (IS 1172 / NBC). Store about a day, split ~⅔ in the underground sump and ~⅓ in the overhead tank.

0 L/day

Daily demand

0.0

m³/day

0 L

Sump ≈ ⅔ day

0 L

OHT ≈ ⅓ day

A 5-person home at 135 LPCD = 675 L/day; 100 persons = 13,500 L/day (13.5 m³).

At a glance

Surface vs ground water

AspectSurfaceGround
TurbiditySurface: high (silt, debris)Ground: low (soil-filtered)
PathogensSurface: high — full treatmentGround: lower — often only disinfection
HardnessSurface: usually softGround: often hard / mineral-rich
QuantitySurface: large but seasonalGround: steadier, aquifer-limited
TreatmentSurface: full trainGround: softening / de-fluoridation
Vocabulary

Key terms

LPCD

Litres Per Capita per Day — the per-person daily water design demand (135 for full-flushing housing).

Turbidity

Cloudiness from suspended particles, measured in NTU; acceptable ≤ 1 NTU (IS 10500).

Hardness

Calcium and magnesium salt content (as CaCO₃) that causes scaling and scum.

TDS

Total Dissolved Solids — all dissolved minerals/salts, mg/L; acceptable ≤ 500.

Potable

Water safe and pleasant to drink, meeting IS 10500.

Coagulation / flocculation

Adding alum so fine colloidal turbidity clumps into settleable flocs.

Disinfection

Killing pathogens, usually by chlorination, with a residual kept in the network.

Overhead tank (OHT)

Rooftop storage that gravity-feeds the building, sized for about a day's demand.

Apply it

Worked example

A 5-person household at 135 LPCD needs 5 × 135 = 675 litres a day, so roughly a 675 L store (a ~450 L sump topping a ~225–340 L overhead tank). Scale that to a 100-flat building and the demand becomes 13.5 m³ a day — confirm both in the calculator.

Check your understanding

Self-assessment

1. The standard per-capita water demand for a town with full flushing is —

2. The treatment step that mainly removes pathogens is —

3. Compared with surface water, ground water is generally —

In a nutshell

Recap

Water comes from surface sources (large, seasonal, turbid, soft) and ground sources (steady, clear, often hard).
Impurities are physical, chemical and biological; treatment runs screening → aeration → coagulation → sedimentation → filtration → disinfection.
IS 10500 fixes potability — pH 6.5–8.5, turbidity 1 NTU, hardness 200 mg/L, TDS 500 mg/L, E. coli absent.
Design demand is per-capita (135 LPCD for full-flushing housing); daily demand = population × LPCD, with about a day's storage.
The evidence

References & further reading

  1. [1]S.C. Rangwala, Water Supply and Sanitary Engineering. Anand: Charotar Publishing House.
  2. [2]NBC 2016 — National Building Code of India, Part 9: Plumbing Services. Bureau of Indian Standards.
  3. [3]IS 10500:2012 — Drinking Water: Specification. Bureau of Indian Standards.
  4. [4]IS 1172:1993 — Code of Basic Requirements for Water Supply, Drainage and Sanitation. Bureau of Indian Standards.
  5. [5]CPHEEO — Manual on Water Supply and Treatment. Ministry of Housing & Urban Affairs, Government of India.

Further reading

  • S.C. Rangwala, Water Supply and Sanitary Engineering.
  • G.S. Birdie & J.S. Birdie, Water Supply and Sanitary Engineering. Dhanpat Rai.
  • B.C. Punmia, Water Supply Engineering (Environmental Engineering I). Laxmi Publications.

Sources gathered and fact-checked June 2026. Published values vary by source, sample and method — treat as indicative and confirm against the cited standard before structural use.