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'ecological benefit'

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V Wire screen

V -WIRE FILTER SCREEN V-Wire Filter Screen/ Rainwater Filters are the best Rainwater Harvesting Filters which are used for Filtration purpose. These filters have Continuous slots, which are Non Choking & Non Clogging and makes Filtration process smooth. There is no wastage of rain water after using this RWH filter. V -WIRE SCREENS is a Proven Product of Proven Technology Trusted Widely for RAINWATER HARVESTING. we are proud to Offer one of the Most Modern Filtration Systems for Rainwater Harvesting (Absolutely Zero Maintenance Cost) with the sole aim of increasing awareness about the Long Term benefits of Rainwater Harvesting using Filter Screens instead of the Conventional Method normally adopted. V-Wire Screen Filter"/ Rainwater Harvesting Filter Screen is a Highly Acceptable Modern Technology in Rain Water Harvesting. It eliminates conventional filtration system, SAVES -Precious Space, Construction Cost and Construction Time for Filtration Tank. Scientific Design helps Cleaning Very Easy and SAVES Maintenance Cost.

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Rainwater Harvesting System

Percolation Pit is also like Rainwater Harvesting System A percolation pit, in its most low-tech form, is a simple hole dug into the ground. It facilitates groundwater recharge through infiltration of surface runoff into the soil or rock. Differences to contour trenches: Better water storage capability due to greater depth. Percolation tank is an artificially created surface water body, submerging in its reservoir a highly permeable land so that surface runoff is made to percolate and recharge the ground water storage. The percolation tanks are mostly earthen dams with masonry structure only for spillway. Percolation tank is an artificially created surface water body, submerging in its reservoir a highly permeable land so that surface runoff is made to percolate and recharge the ground water storage. Percolation tank should be constructed preferable on second to third order streams, located on highly fractured and weathered rocks which have lateral continuity down stream. The recharged area down stream should have sufficient number of wells and cultivable land to benefit from the augmented ground water. The size of percolation tank should be governed by percolation capacity of strata in the tank bed. Normally percolation tanks are designed for storage capacity of 0.1 to 0.5 MCM. It is necessary to design the tank to provide a ponded water column generally between 3 & 4.5 m. The percolation tanks are mostly earthen dams with masonry structure only for spillway. The purpose of the percolation tank is to recharge the ground water storage and hence seepage below the seat of the bed is permissible. for dams upto 4.5 m. height, cut off trenches are not necessary and keying and benching between the dam seat and the natural ground is sufficient.

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