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West India Consultancy Services
Surveying & Designing Solutions
+91-9898038008,+91-9737628768
Water Supply, Sewerage & Drainage
West India Consultancy Services Has Diversified In Providing Consultancy Services For The Development Of Infrastructure Facilities Particularly In Water Pipe Line And Sewerage Line. The Company Has Taken Up Assignments For Surveys And Investigations, Planning, Design And Construction Supervision Of Service Water Pipe Line And Sewerage Line For Projects. In All Type Of Soils And Terrain, Rural Water Pipe Line And Sewerage Line And Associated Structures Like Cross Drainage Works, Water Tank And Pump House . It Also Undertakes Population Surveys, Detailed Engineering, Re-modelling, Contract Management, Tender Document & Technical Specifications, Maintenance And Repairs For Roads And Bridges West India Consultancy Services Has Provided Consultants Services For Rural And Urban Area In All India
Survey And Investigation
•Topographical Survey, Travers Survey,Tbm Fly leveling
• Feasibility Study of Water Pipeline Corridor and Optimization
of Alignment, Conducting Final Location Survey,
Detailed Engineering Survey
• Hydraulic, Hydrological Investigations and Condition Survey
• Project Management and Construction Supervision
Design Engineering and Detailed Project Report (DPR)
• Alignment Plan, Sections
• Design of Structures, Grade Separators, Drainage
• Bill of Quantities, Project Costs, Economic and Financial Analysis
• Pipeline Hydraulics, Intake, Water Treatment, Storage and Distribution
• Sewage Collection, Wastewater Treatment and Recycling
• Storm Water Drainage and Disposal
🚰 Water Supply, Sewerage & Drainage Survey and Design
1. ✅ Preliminary Planning & Reconnaissance
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Study of project location, topography, population, and development plans.
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Collection of existing utility data (if any).
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Reconnaissance survey to understand site conditions and constraints.
2. 📋 Data Collection
A. Topographical Survey
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GPS, Total Station, or Drone-based survey.
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Marking of contours, roads, existing utilities, water bodies, structures.
B. Population Forecasting
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Based on census data, town planning schemes, or client inputs.
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Consider design period (typically 30 years).
C. Soil Investigation
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Boreholes for understanding sub-soil conditions (for trenching & manholes).
D. Hydrological Data
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Rainfall intensity data for drainage design (e.g., IDF curves).
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Groundwater table, infiltration capacity, runoff coefficient.
E. Existing Infrastructure Assessment
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Map and assess existing water supply, sewerage, and stormwater systems.
3. 🛠️ Design Methodology
A. Water Supply System Design
a) Demand Estimation
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Per capita water demand (as per CPHEEO or local standards).
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Include domestic, commercial, institutional, fire-fighting, and losses.
b) Source Identification
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Surface water, groundwater, or existing supply network.
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Quality testing and sustainability of source.
c) System Components Design
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Intake Structures (if surface source).
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Pumping Stations – Based on elevation and flow.
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Water Treatment Plant – Design capacity based on peak demand.
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Storage Reservoirs (OHT/GSR) – Based on balancing and fire demand.
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Distribution Network – Loop system preferred; pipe sizing using Hazen-Williams or Darcy-Weisbach method.
d) Design Software Tools (if used)
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EPANET, WaterGEMS, AutoCAD Civil 3D.
B. Sewerage System Design
a) Sewage Generation Estimation
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80–90% of water supply assumed as sewage.
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Add infiltration/inflow allowances.
b) Design Flow
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Consider peak factor (typically 2.5–3.0).
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Minimum self-cleaning velocity: ~0.6 m/s.
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Maximum velocity to prevent scouring: ~3 m/s.
c) Network Design
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Gravity-based collection system preferred.
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Manholes at junctions, bends, and every 30–50 m.
d) Sewage Pumping Station (if required)
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For low-lying areas where gravity flow not feasible.
e) Sewage Treatment Plant (STP)
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Selection of treatment technology: ASP, SBR, MBBR, etc.
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Effluent standards as per CPCB or local pollution control norms.
f) Design Software Tools
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SewerGEMS, Bentley SewerCAD.
C. Storm Water Drainage Design
a) Runoff Estimation
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Rational Method: Q = CiA
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C = runoff coefficient
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i = rainfall intensity (mm/hr)
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A = area (ha)
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b) Drain Sizing
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Based on rainfall data (5–10 year return period).
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Non-silting, non-scouring velocities.
c) Network Layout
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Gravity flow, avoid cross-connections with sewers.
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Roadside drains, main outfalls, culverts.
d) Outfall Arrangement
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Discharge into natural drains, rivers, or designated channels.
e) Provision for Rainwater Harvesting
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Where applicable, design recharge pits or soak wells.
4. 🗂️ Drawings & Documentation
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Plan & Profile Drawings for water, sewer, and storm drains.
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Manhole/Chamber Details
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Network Layout Maps (GIS-based if applicable)
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Design Calculations
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Bill of Quantities (BOQ) & Cost Estimates
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Technical Reports – Feasibility, DPR, etc.
5. 🧪 Validation & Approvals
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Cross-check designs against CPHEEO Manual, NBC, IS Codes.
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Submit to local authorities for review and approval.
6. 🧱 Implementation Support (if applicable)
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Construction supervision methodology.
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Material & quality control procedures.
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As-built drawings and commissioning plans.
📚 Key References
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CPHEEO Manual (MoUD, India)
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IS Codes: IS 1172, IS 456, IS 1742
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NBC: National Building Code of India
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Local municipal/urban planning guidelines
Let me know if you want this tailored for:
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A specific city or region
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A detailed DPR format
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AutoCAD or GIS support
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Excel templates for calculation





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