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Service Reservoir Sizing Calculator

Balancing + fire + emergency storage → total reservoir volume per CPHEEO Chapter 12.

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A service reservoir does three jobs at once: it balances the mismatch between constant WTP production and variable consumer demand (balancing storage), holds enough water for firefighting when demand spikes (fire storage), and provides a buffer against source or pump failure (emergency storage). Sizing one means summing all three components.

CPHEEO rule of thumb: total storage ≈ 33% of daily demand (roughly 8 hours). But for precise sizing — especially where fire demand is large or where emergency requirements are strict (hospitals, industrial consumers, pilgrimage centres) — the three components are computed separately.

Based on the CPHEEO Manual on Water Supply and Treatment, published by the Central Public Health and Environmental Engineering Organisation, Ministry of Housing and Urban Affairs, Government of India.

What this calculator computes

  • Balancing storage (m³) — 25-35% of daily demand
  • Fire storage (m³) — Kuichling fire flow × 4-hour duration
  • Emergency storage (m³) — 4-8 hours of average demand for outage buffer
  • Total reservoir volume (m³ and ML)

Calculator

Service Reservoir Sizing (Balancing + Fire + Emergency)

Size a service reservoir per CPHEEO Chapter 12 — balancing (25–35% of daily demand), fire (4-hour fire flow), and emergency storage (4–8 hr average).

Inputs
Average daily demandMLD
Balancing storage% of daily
Population servedpersons
For Kuichling fire demand
Fire durationhr
Emergency storagehr of avg
Outputs
Balancing storage
1,650
V_balance = daily demand × %/100
Fire storage
4,830
V_fire = 3182 × √(P/1000) × 60 × duration / 1000
Emergency storage
833
V_emerg = (daily / 24) × emerg hrs
Total storage required
7,313
Sum of balancing + fire + emergency
Total storage
7.31ML
CPHEEO Reference Values
Balancing storage25 – 35% of daily demand
Total storage rule≈ 33% of daily demand
Fire duration4 hours (standard)
Structural design codeIS 3370, M30–M40 concrete
Download the Excel version to keep a local copy with live formulas — change inputs in the sheet and outputs recompute automatically.

How to use the inputs

  • Daily demand in MLD — from the Water Demand Calculator
  • Balancing storage %: 33% typical; 25% for 24×7 systems (less peaking); 35% for heavy-commuter commercial zones
  • Population for fire calculation
  • Fire duration: 4 hours standard; 2 hours for residential-only; 6 hours for high-risk industrial or commercial CBD
  • Emergency hours: 4 for stable grid + reliable source; 8 for unreliable systems or remote locations

Worked example

Worked example — 5 MLD town scheme
5 MLD average daily demand, 40,000 population. Balancing = 5000 × 0.33 = 1650 m³. Fire = 3182 × √40 × 60 × 4 / 1000 = 4830 m³. Emergency = (5000/24) × 4 = 833 m³. Total = 1650 + 4830 + 833 = 7313 m³ ≈ 7.3 ML. Specify a 7.5 ML reservoir rounded up to a standard size. For ESR staging: if farthest consumer is at elevation 100 m and needs 17 m ferrule pressure plus 5 m friction, water level in the ESR must be at 100 + 17 + 5 = 122 m → ESR staging height 22 m above ground (if ground level is 100 m).

Interpreting the results

Total storage is the minimum reservoir volume. Round up to a standard precast or cast-in-place size (0.5, 1, 2, 3, 5 ML etc.). Larger is generally safer but increases capital cost and water age (chlorine decay over retention time > 24 hours).

If total storage exceeds 50% of daily demand, your inputs are likely overly conservative — check the fire duration (do you really need 6 hours?) or emergency hours (is 8 needed?). Alternatively, split into multiple smaller reservoirs distributed across the zone for redundancy.

FAQs — using this calculator

ESR vs GSR — which should I choose?
ESR (Elevated Service Reservoir on staging) provides gravity pressure to distribution — no pumps needed. Suited to flat terrain. GSR (Ground Service Reservoir) is cheaper but requires booster pumps to feed distribution. For hilly cities, natural topography gives elevation and GSRs at hilltops are economical. Rule of thumb: ESR for flat terrain, GSR + booster for hilly terrain or where staging is impractical.
How do I design the ESR staging height?
Staging height = (farthest point elevation + required residual pressure + friction loss) - ESR base ground level. For a typical 100 m residual reach: 17 m pressure + 5 m friction + 0 m elevation difference = 22 m staging. For hilly reaches, subtract elevation fall from the required height. See CPHEEO Ch. 12 practitioner notes for detailed worked examples.
What concrete grade and reinforcement for an ESR?
Per IS 3370: M30-M40 concrete (M35 typical), crack width < 0.1 mm, reinforcement per limit state design. Wall thickness 300-500 mm depending on capacity and height. Use a structural engineer certified for liquid retaining structures. Waterproofing admixture + internal epoxy coating extends life to 80+ years.
Should I build 1 large or multiple small reservoirs?
Multiple smaller reservoirs offer redundancy (one down for cleaning, others continue) and reduce pipe lengths in zone-based distribution. One large reservoir is cheaper per ML but concentrates risk. For cities > 50 MLD, typical practice is one reservoir per 2-5 km² service zone. For a 5 MLD town, 1 reservoir is fine; for 50 MLD, 10-15 small reservoirs distributed is standard.
How often does the reservoir need cleaning?
Annually for urban reservoirs; bi-annually for rural. Process: isolate, drain, inspect internal coating, patch cracks, wash, disinfect with chlorinated solution, refill with chlorinated water. Sediment accumulation 50-100 mm/year is typical. Cleaning reduces water age problems (bacterial regrowth in stagnant layers) and extends structure life.

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