Water & Utilities Engineering
India — Hydraulic Modelling & MEP
Simulation-driven engineering for municipal water supply, industrial utilities, sewage and wastewater, pump stations, desalination, and fire water systems — hydraulic network modelling using WaterGems, AFT Fathom, and PIPENET; surge and water hammer analysis using AFT Impulse and Bentley Hammer; and full MEP design delivered to IS, CPHEEO, and international standards from New Delhi and Navi Mumbai.
- Water distribution network modelling — WaterGems
- Pump station hydraulic design — AFT Fathom
- Surge & water hammer — AFT Impulse / Hammer
- Fire water network sizing — NFPA / IS 15105
- Water treatment plant MEP — REVIT BIM
- Sewage & wastewater network analysis
- Desalination plant engineering — RO / MSF
- Industrial utilities — cooling, compressed air
- Pressure zone management & PRV design
- Energy audit for pump systems — ISO 50001
Simulation-Driven Water &
Utilities Engineering
Every water and utilities project KVRM delivers is modelled before it is built — hydraulic networks fully simulated, surge events analysed, pumps sized from real system curves, not rule-of-thumb calculations. No over-sized pumps, no under-designed surge protection, no unexplained pressure losses at commissioning.
Water & Utilities Engineering Services
From hydraulic network modelling and pump station design to water treatment MEP and fire water systems — KVRM covers the full water and utilities engineering scope.
Bentley WaterGems EPANET IS 1172 IS 2065 CPHEEO
- Steady-state flow analysis — peak hour, average day, fire flow demand
- Extended period simulation (EPS) — 24-hour demand variation, tank level cycling
- Pressure zone design and district metered area (DMA) layout
- PRV (pressure reducing valve) sizing and placement for zone pressure management
- Fire flow adequacy check — residual pressure at hydrant locations
- Water quality modelling — chlorine residual decay, age analysis (WaterGems Water Quality module)
- Network rehabilitation and reinforcement studies for existing systems
- GIS-integrated model build from municipal mapping data
- Municipal water supply networks — urban and peri-urban distribution
- Industrial estate and township water supply systems
- Campus distribution — hospitals, universities, residential townships
- Water transmission mains — bulk supply from WTP to service reservoirs
- Non-revenue water (NRW) assessment and pressure management
- Smart water network design — AMR meter placement and DMA boundary optimisation
AFT Fathom WaterGems REVIT MEP ETAP IS 10805
- System curve analysis — static head + friction losses across operating range
- Pump duty point selection — peak, average, and minimum flow scenarios
- NPSH available (NPSHA) calculation — suction piping configuration check
- Parallel and series pump configuration analysis — combined curve generation
- VFD energy assessment — power savings at part-load, simple payback period
- Sump and wet well sizing — inflow rate, pump cycle time, minimum submergence
- Pump dewatering system design for basements and underground structures
- Pump station building — HVAC (ventilation, heat dissipation), lighting, drainage
- Electrical MCC / switchgear sizing — ETAP load flow and motor starting
- Instrumentation and control — flow meters, pressure transmitters, level switches
- Pipe layout REVIT BIM — suction header, discharge manifold, bypass, drain lines
- Civil loads — pump base inertia block, pipe anchor and guide loads to structure
- SCADA integration concept — remote monitoring and pump control philosophy
AFT Impulse Bentley Hammer AWWA M11 IS 7634
- Pump trip — single pump and simultaneous multiple pump failure
- Power failure — full station blackout, UPS-assisted controlled shutdown
- Valve closure — gate valve, butterfly valve, check valve slam
- Pump start-up — surge on initial system pressurisation
- Fire demand activation — sudden demand surge on distribution networks
- Emergency shut-down (ESD) — fast valve closure on industrial systems
- Air pocket release — entrapped air in rising mains and siphons
- Surge vessel (hydropneumatic tank) sizing — volume, pre-charge pressure
- Air release / vacuum break valve sizing and location optimisation
- Valve closure timing — linear and non-linear valve closure profile optimisation
- Pressure relief valve (PRV) sizing for surge pressure limitation
- Flywheel sizing for pump inertia extension (where applicable)
- One-way surge tank design for long transmission mains
REVIT MEP ETAP IS 10500 CPHEEO NBC 2016
- Inter-process piping design — coagulation, flocculation, sedimentation, filtration, disinfection
- Chemical dosing system design — alum, chlorine, lime, polymer
- Sludge handling — thickener, centrifuge, filter press, drying bed pipework
- Process instrumentation — flow, pH, turbidity, chlorine residual
- STP — aeration tank pipework, blower sizing, return sludge systems
- ETP — equalisation, neutralisation, DAF, ZLD evaporator/crystalliser pipework
- Odour control system ventilation design — scrubbers for STP/ETP
- Electrical distribution — HT/LT substation, MCC, VFD panels, lighting
- ETAP motor starting, load flow, and short circuit analysis
- Standby power — DG set sizing for critical treatment process continuity
- Building HVAC — control rooms, blower buildings, chemical storage
- Plumbing and drainage — within WTP/STP/ETP buildings
- SCADA and PLC panel room design — cable routes, earthing, UPS
- REVIT BIM — full multi-discipline coordinated model with clash detection
PIPENET AFT Fathom NFPA 13 NFPA 20 IS 15105 TAC
- Industrial hydrant and monitor network — ring main design and hydraulic sizing
- Wet pipe sprinkler systems — NFPA 13 / IS 15105, most demanding design area
- Deluge systems — transformer bays, process vessels, flammable liquid areas
- Pre-action systems — cold storage, data centres (combined with clean agent)
- Water mist systems — machinery spaces, turbine enclosures (NFPA 750)
- ESFR sprinklers — high rack storage, warehouses
- Foam systems — tank farm, aircraft hangars (NFPA 11)
- Fire water storage tank sizing — IS 15105, TAC, insurance requirements
- Fire pump house design — electric, diesel, and jockey pumps (NFPA 20)
- Underground ring main pipe sizing — hydraulic simulation under simultaneous demand
- Hydrant spacing and coverage area verification
- Fire water surge analysis — pump start surge on dead-end mains
- Foam concentrate storage, proportioners, and bladder tank sizing
AFT Fathom AFT Arrow REVIT MEP ASME B31.3 IS 3624
- Compressed air network — compressor sizing, distribution header, pressure drop analysis (AFT Arrow)
- Cooling water system — open and closed loop, cooling tower sizing, pump selection
- Chilled water distribution — primary/secondary loops, plate heat exchanger sizing
- Demineralised (DM) water — ion exchange system sizing, storage and distribution
- Process water and potable water — campus distribution, pressure boosting
- Plant steam distribution — condensate return, steam trapping, flash recovery
- Utility balance table — peak, average, and minimum demand by consumer
- Hydraulic simulation reports — pressure and flow at every distribution point
- Equipment datasheets — compressors, pumps, heat exchangers, storage tanks
- Utility distribution pipe routing REVIT BIM — plant-wide utility corridor layout
- P&ID for each utility system
- Energy consumption summary — annual utility running cost estimation
Standards We Design To
KVRM applies the applicable Indian Standards, CPHEEO guidelines, and international codes from project initiation — not at authority submission stage.
| Standard / Code | Scope | Applications |
|---|---|---|
| IS 1172 | Basic Requirements for Drinking Water | Domestic water demand calculation — litres per capita per day (lpcd) for municipalities, townships, hospitals |
| IS 2065 | Code of Practice for Water Supply in Buildings | Building internal water supply — pipe sizing, tank sizing, pressure requirements, plumbing layout |
| IS 10500 | Drinking Water Quality Standards | Water quality parameters and treatment process design targets for WTP design |
| CPHEEO Manual | Central Public Health & Environmental Engineering Organisation | Municipal water supply and sewerage system design — the primary Indian reference for public utilities |
| IS 15105 | Fire Hydrant Systems for Buildings | Hydrant network design, water storage, pump sizing for building fire protection in India |
| NFPA 13 / 20 | Sprinkler Systems / Fire Pumps | Industrial and commercial sprinkler hydraulic design, fire pump sizing to international standard |
| AWWA M11 | Steel Pipe — Design and Installation | Transmission main design, surge analysis methodology, pipe pressure class selection |
| ISO 50001 | Energy Management Systems | Pump system energy audits, VFD payback assessment, BEE compliance for utility systems |
Water & Utilities Engineering
Across All Sectors
Every facility needs water — and every water system needs to be designed correctly. KVRM applies the same engineering rigour to a township water supply as to an industrial plant utility loop.
How a Water & Utilities
Engagement Works
From demand assessment to fully documented hydraulic model and MEP drawings — a disciplined, simulation-first approach.
Every Water System Deserves
a Proper Hydraulic Model
Most water and utility systems in India are designed using diversity factors, rules of thumb, and simplified friction loss tables. Pumps are over-sized by 20–30% as a safety margin, pressure zones are guessed rather than modelled, and surge protection is added as an afterthought — if at all. The results are familiar: pumps that cavitate at low demand, burst mains at pump start-up, and water quality failures in stagnant dead-ends.
KVRM builds the hydraulic model first. Every pipe diameter is set from simulation, not from experience. Every pump is selected from a system curve, not from a rule. Every surge protection vessel is sized from a transient analysis, not from a catalogue estimate. This is not a premium service — it is the minimum standard any serious water engineering project deserves.
Simulation-driven design costs the same to document as rule-of-thumb design. The difference is the outcome — systems that work at commissioning, that operate efficiently for decades, and that do not require expensive re-engineering after handover.
- Every pipe diameter set from hydraulic simulation — not rule of thumb
- Pumps selected from full system curves — not from catalogue shortlists
- Surge protection designed from transient results — not from convention
- Pressure zones modelled for 24-hour demand variation — not peak demand only
- Fire flow adequacy verified at every hydrant — not assumed from ring main sizing
Water & Utilities Engineering — FAQ
Often Combined with
Water & Utilities Engineering
Water and utilities engineering is most effective when integrated with piping stress analysis, energy management, and full MEP design from the same team.
Ready to Discuss Your
Water & Utilities Project?
Send us your project brief, drawings, or demand data — we’ll scope the hydraulic modelling and MEP engineering required.
