SERVICES

Overhead Water Tank (OHT)

Water tank on a staging at sufficient height to provide gravity pressure. Capacity per CPHEEO norms (135-200 LPCD).

Also calledohtoverhead tankelevated reservoir
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CODES
Definition

An Overhead Water Tank (OHT) is a water storage tank elevated above ground on a staging (column-and-beam structure or shear-wall tower) to provide gravity head for distribution. The elevation creates pressure at the supplying fixtures sufficient for normal use without pumping. The Indian Standards: IS 11682 (RCC) and IS 805 (steel) for elevated tanks; IS 3370 Part 1, 2, 3 for water-retaining concrete; IS 1893 Part 2 for seismic design of liquid-retaining structures.

Design capacity per CPHEEO: residential building tank holds 1-day demand at design LPCD (typically 200 LPCD per person for water-supply-deprived areas, 135 LPCD for normal areas). For an 8-person family: 200 × 8 = 1600 L/day, with 2-day storage = 3200 L. Typical capacities: 500-1000 L for very small buildings; 2000-5000 L for residential; 10,000-50,000 L for commercial; 100,000+ L for industrial / municipal. The staging height must provide 1.5-2.0 m static head from tank bottom to the most-distant fixture. Standard staging heights: 4-8 m for residential; 12-25 m for commercial mid-rise.

Materials: RCC tanks (IS 3370) are most common in India for tanks above 5,000 L — durable, fire-resistant, low maintenance. Steel pressed tanks (IS 805) are common for prefabricated commercial tanks. Polyethylene (HDPE) tanks are common for smaller residential applications — Sintex, Reliance Sintex, Tata Tiscon, Plasto. RCC tanks per IS 3370 use M25-M30 concrete with strict crack-width control (≤ 0.2 mm per Cl. 4.4). The most-violated rule: many Indian residential RCC tanks are water-tight only after extensive plaster + waterproofing repair due to early-age cracking; proper IS 3370 Part 2 design (Working Stress Method with crack-control) prevents this. Site engineers should refuse RCC tank designs that don't include explicit crack-width verification.

Typical values
Residential capacity2,000-5,000 L (1-2 day demand)
Commercial capacity10,000-50,000 L
Static head from OHT1.5-2.0 m minimum
Staging height (residential)4-8 m
Wall thickness (M25 concrete)150-200 mm typical
Crack-width limit (IS 3370 Part 2)≤ 0.2 mm
Where used
  • Residential building water storage (universal Indian application)
  • Commercial offices and retail
  • Industrial fire-fighting and process water
  • Rural water-supply schemes (large municipal tanks)
  • Hospital and emergency services
Acceptance / threshold
Per IS 3370 + CPHEEO: capacity per LPCD; staging height for adequate distribution head; crack-width ≤ 0.2 mm; structural design per IS 11682 (RCC) or IS 805 (steel); annual maintenance and cleaning.
Site example
Site reality: a Bengaluru 5-storey residential project sized OHT at 3000 L for 24 person occupancy — about half the CPHEEO requirement. Daily water shortage during peak demand. Fix: additional 5000 L tank installed. Total cost ₹2.4 lakh. Always size OHT to CPHEEO LPCD per occupancy with 2-day storage; always assume worst-case occupancy.
Frequently asked
What is the size of overhead tank for residential building?
Per CPHEEO + IS 11682: capacity = LPCD × occupancy × storage days. For 4 person family at 200 LPCD with 2-day storage: 200 × 4 × 2 = 1600 L. Typical Indian residential OHT: 2000-5000 L. Multi-storey apartments need larger tanks for entire building's daily demand. Always size for full occupancy at design LPCD with 2-day storage minimum.
What is the height of overhead tank staging?
Staging height must provide 1.5-2.0 m static head from tank bottom to the most-distant fixture in the building. For a 5-storey building (15 m): tank bottom must be at 17 m minimum. Standard staging heights: 4-8 m for residential 1-2 storey; 12-25 m for commercial mid-rise. Higher-rise buildings use pumped distribution from a basement sump, with OHT serving only the upper few floors.
What is crack-width limit for RCC water tank?
Per IS 3370 Part 2:2009: maximum permissible crack width = 0.2 mm under direct tension or flexure. This is much tighter than the 0.3 mm IS 456 limit for ordinary RCC. Crack-width control governs reinforcement design — typically requires more reinforcement at smaller spacing than IS 456 limit-state design would dictate. Working Stress Method (per IS 3370 Annex B) is mandated for water-tank crack control.
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