发明名称 Bore water treatment installation comprises buffer tank, water supply unit, output to draw out the water after treatment, loop for recirculating the water, recuperation basin, filter, water heating device, and germ treating device
摘要 <p>The bore water treatment installation, comprises a buffer tank (2), a water supply unit (3), an output (4) to draw out the water after treatment, a loop (5) for recirculating the water arranged in the tank through a filter (6) and a reactor, a recuperation basin, a filter, a water heating device, a device for treating germs, and a water purging unit arranged in the recuperation basin. The water has dissolved bodies and/or suspension particles. The reactor is arranged for subjecting the water to magnetic treatment, micro-electrolysis treatment and dielectric material exposure. The bore water treatment installation, comprises a buffer tank (2), a water supply unit (3), an output (4) to draw out the water after treatment, a loop (5) for recirculating the water arranged in the tank through a filter (6) and a reactor, a recuperation basin, a filter, a water heating device, a device for treating germs, and a water purging unit arranged in the recuperation basin. The water has dissolved bodies and/or suspension particles. The reactor is arranged for subjecting the water to magnetic treatment, micro-electrolysis treatment and dielectric material exposure. The filter allows a micro-filtration, an ultra-filtration, a nano-filtration, and a reverse osmosis. The recirculation loop comprises a pump disposed in downstream of the filter. The water crossing the loop is rejected in the tank, when poured on an inclined surface with dispersion. The inclined surface extends on half of the distance thus separating the water supply and an entrance of the loop, and is measured according to water surface in the tank. A decantation device is disposed in the buffer tank. The entrance of the recirculation loop is situated at a height of 1/8-1/2 of the height of water in the tank. The height is measured from the bottom of the buffer tank. A flow of the water in the recirculation loop during normal operation is 10 m3>/hour. An independent claim is included for a bore water treatment process.</p>
申请公布号 FR2904236(A1) 申请公布日期 2008.02.01
申请号 FR20060053174 申请日期 2006.07.28
申请人 ISB WATER SOCIETE A RESPONSABILITE LIMITEE 发明人 PROFIT GREGOIRE;PROFIT ALEXANDRE
分类号 B01D61/58;B01D61/02;B01D61/14;B01D61/42;C02F5/00;C02F9/12;C02F103/10 主分类号 B01D61/58
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