GIS Project · Bangalore, India

Where will the water go?

“Terrain decides where water goes long before a drainage plan does. The job is to read the terrain first.”

A drainage and flood risk analysis for a proposed warehouse site near Bangalore. I modelled the terrain from satellite elevation data, worked out where surface water actually collects, and designed a drainage layout that follows the natural slope instead of fighting it.

At a glance
  • SA
    Bangalore, Karnataka, India Maadappanahalli Village Road · scale 1:20,000
  • DEM
    SRTM DEM, 30 m resolution WGS 1984 Web Mercator projection
  • M
    GIS + SCS-CN + TWI ArcGIS Pro 3.0.2 with Spatial Analyst

Produced for Mitra Cops as a pre-construction drainage assessment.

The brief

Plan the drainage before you build

A warehouse was proposed for a site on the outskirts of Bangalore. Before construction, someone needed to answer a straightforward but consequential question: when it rains hard, where does the water go — and does any of it end up against the building?

Terrain drives this. Irregular ground sends runoff in directions that aren’t obvious from a site visit, water concentrates in low-lying pockets, and without structured drainage pathways it pools exactly where you least want it.

Getting this wrong is expensive after the concrete is poured. Getting it right beforehand is mostly a matter of reading the elevation data properly.

Isometric visualisation of the warehouse site showing drainage pipeline, inspection chamber and flood risk zones
The site in context — building, drainage run, and the risk gradient it sits across
Method

Two models, one answer

Terrain

SRTM DEM

30 m satellite elevation data processed in ArcGIS Pro to derive slope, flow direction and flow accumulation — the physical skeleton of where water can travel.

Runoff

SCS-CN

The Soil Conservation Service Curve Number method estimates how much rainfall becomes surface runoff rather than soaking in — a function of soil type and land cover.

Wetness

TWI

The Topographic Wetness Index combines upslope catchment area with local slope to predict which cells accumulate water. It is what turns a terrain model into a risk map.

Using both SCS-CN and TWI matters: one tells you how much water arrives, the other tells you where it settles. Either alone would give half an answer.

Study area

Locating the site

Study area map showing the warehouse site east of Bengaluru with drainage network and flood risk overlay
Study area — the site sits east of Bengaluru, between Varthur and the Kolar–Hosur road corridor
Water flow

Reading the runoff

Water flow map showing runoff flow lines and the main stream network around the site
Runoff flow lines derived from the DEM, with the main stream channel running north to south east of the site

Flow direction and accumulation reveal the drainage lines the landscape already uses. The site sits close to a converging set of them — which is precisely why the flood risk classification matters here rather than being a formality.

Regional flood risk classification showing low, medium and high risk zones around the site
Flood risk classified into low, medium and high zones across the wider area
The finding

The building sits across a risk boundary

Classifying the study area into low, medium and high flood risk zones produced a result worth acting on: the proposed building is partially located in a medium-to-high flood risk zone.

Not entirely — and that partial exposure is the useful detail. The northern portion of the footprint falls in the high risk band while the southern end sits in medium. A single risk rating for the whole plot would have hidden that, and with it the reason the drainage has to run the way it does.

Site detail

Risk at the building footprint

Site-level flood risk map showing the building footprint straddling high and medium risk zones
Site-level flood risk — the footprint straddles the high/medium boundary along Maadappanahalli Village Road
The design

Drainage that follows the slope

Proposed drainage plan showing pipeline route, inspection chamber and connection to the road drainage network
Proposed drainage layout — pipeline, inspection chamber and discharge to the road network

The proposed system works with the terrain rather than against it. Pipelines follow the site slope so runoff is collected and carried by gravity; inspection chambers regulate flow and allow maintenance; and the run discharges into the existing road drainage network rather than into the neighbouring low ground.

The practical outcome is that surface water is intercepted and moved away from the building envelope before it can pond against the structure.

Outcomes

What the project delivered

Drainage layout from natural flow

A layout derived from measured terrain behaviour rather than assumed, so the pipe runs match where water actually wants to travel.

Runoff directed away from the building

Surface water intercepted upslope and carried clear of the footprint, addressing the partial high-risk exposure the analysis identified.

Accumulation zones identified

High-accumulation pockets mapped explicitly so they could be managed in the design instead of discovered after the first monsoon.

A system meant to last

Gravity-fed, maintainable via chambers, discharging to existing infrastructure — low-intervention and sustainable over the building’s life.

Technical summary

Data & tools

Elevation data

SRTM DEM at 30 m resolution — terrain, slope and site topography

Analysis

ArcGIS Pro 3.0.2 with the Spatial Analyst extension — flow direction, flow accumulation and raster processing

Hydrological methods

SCS-CN runoff estimation and Topographic Wetness Index, combined into a three-band flood risk classification

Basemap & projection

Esri World Basemap · WGS 1984 Web Mercator · map scale 1:20,000

“Mapping is not just about data — it’s about understanding what the Earth is saying.”

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