Catchment and yield assessment
Roof and paved catchment areas, local rainfall data and runoff coefficients to establish harvestable volume.

Sustainability
Catchment-based rainwater systems for campuses, townships and infrastructure sites — sized from real rainfall and roof area, and integrated with landscape irrigation.
Rainwater harvesting on Indian sites is frequently installed and rarely maintained. Recharge pits silt up within two monsoons, first-flush arrangements are omitted, filter media is never changed, and the system quietly stops working while remaining on the compliance drawing.
Designing it properly is arithmetic before it is engineering: catchment area times rainfall times a runoff coefficient gives the harvestable volume, and that number decides whether the site should store, recharge, or both. Storage makes sense where there is a use — landscape irrigation is usually the largest one — and recharge makes sense where groundwater is the resource under stress.
We design and support implementation with the landscape in mind, because on most campuses irrigation is both the biggest water consumer and the easiest one to supply from harvested rain.
| Yield formula | Catchment area × rainfall × runoff coefficient (0.8–0.9 for roofs) |
|---|---|
| First flush | Typically the first 1–2 mm of rainfall diverted before collection |
| Recharge sizing | Governed by soil infiltration rate, not by catchment alone |
| Critical maintenance | Pre-monsoon desilting and filter media replacement every year |
| Best reuse | Landscape irrigation — usually the largest non-potable demand on site |
Scope
Roof and paved catchment areas, local rainfall data and runoff coefficients to establish harvestable volume.
Recharge pits, trenches and bore recharge sized to soil infiltration, with silt traps and desilting access.
Tank sizing against irrigation demand, with pumping and distribution into the landscape system.
First-flush diversion, filter media selection and the maintenance access that keeps them functioning.
Swales, bio-retention and permeable surfaces that slow runoff and recharge in the landscape itself.
Pre-monsoon desilting, filter servicing and a written schedule with responsibility assigned.
Method
Plant library
Each entry carries mature size, spacing, water demand, planting window and the maintenance cycle it commits you to.
Chrysopogon zizanioides
The engineering plant of Indian landscapes: a deep-rooted clumping grass that holds embankments, filters runoff and stops erosion where nothing else will grow.
Terminalia arjuna
A large, buttressed native with smooth pale bark and a spreading canopy — the best avenue tree for moist alignments, riverbanks and canal-side roads.
Sphagneticola trilobata
The fastest green cover in Indian landscaping — a yellow-flowered creeper that blankets slopes and bed edges in months, and needs a hard edge because it will not stop.
Syzygium cumini
A dense evergreen native that holds its canopy through the hot season and supports serious urban bird life — Delhi’s classic avenue tree, with one fruit-stain caveat.
Multiply catchment area by annual rainfall by a runoff coefficient of about 0.8 for roofs. A 5,000 sq m roof in a 700 mm rainfall zone yields roughly 2.8 million litres a year before losses — usually a significant fraction of landscape irrigation demand.
Store where there is a genuine year-round use, typically landscape irrigation or flushing. Recharge where groundwater is the stressed resource and storage would sit unused. Most sites benefit from a combination.
Silt. Without a silt trap and annual pre-monsoon desilting, a recharge pit chokes within two or three seasons and the system becomes decorative. The maintenance schedule matters as much as the design.
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