Rain water treating device in combined sewage, backwashing method therefor
AssigneeNGK Insulators, Ltd.
InventorsAtsushi Miyata, Yoshihiko Nakayama
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AssigneeNGK Insulators, Ltd.
InventorsAtsushi Miyata, Yoshihiko Nakayama
Estimating the term…
The present invention is aimed at treating rainwater in a combined sewer system, while enabling removal of a majority of pollution substances even if a large amount of entering rainwater. The invention relates to a rainwater-treating apparatus in a combined sewer system, said apparatus comprising a plurality of upward flow type high-speed filter vessels each having a layer of a floating filter medium, a common treated water vessel which is located at upper faces of said high-speed filter vessels and is adapted to collect treated water from the high-speed filter vessels, a used wash water vessel which collects used wash water from said high-speed filter vessels, a rainwater inflow channel for distributing the entering rainwater into upper portions of the high speed filter vessels, and rainwater inflow portions for flowing downwardly the rainwater distributed from the rainwater inflow channel under the respective floating filter media of the filter vessels.
A rainwater-treating apparatus in a combined sewer system, said apparatus comprising a plurality of upwardly flowing, high-speed filter vessels each having a layer of a floating filter medium, a common treated water vessel which is located above said high-speed filter vessels and is adapted to collect treated water from the high-speed filter vessels, a used wash water vessel which collects used wash water from said high-speed filter vessels, a rainwater inflow channel for distributing the rainwater into upper portions of the high speed filter vessels, and rainwater inflow portions for flowing downwardly the distributed rainwater from the distributed rainwater inflow channel under the respective floating filter media of the filter vessels.
A sewer-treating system in a combined sewer-system, said system comprising a first sewer-treating section and a second sewer-treating section, said first sewer-treating section comprising a sand-settling basin for receiving sewer, a first sedimentation basin provided downstream of the sand-settling basin and a reacting vessel provided downstream of the sedimentation basin, said second sewer-treating section being provided downstream of the sand-settling basin and comprising a plurality of upward flow type high-speed filter vessels each having a layer of a floating filter medium, a common treated water vessel which is located at upper faces of said high-speed filter vessels and is adapted to collect treated water from the high-speed filter vessels, a used wash water vessel which collects used wash water from said high-speed filter vessels, a rainwater inflow channel for distributing the entering rainwater into upper portions of the high speed filter vessels, and rainwater inflow portions for flowing downwardly the rainwater distributed from the rainwater inflow channel under the respective floating filter media of the filter vessels, wherein when an amount of sewer to be treated is not more than a preset design water amount, the sewer is treated in the first sewer-treating section, whereas when the amount of the sewer to be treated is more than the preset design water amount, the sewer treatment is effected in the first sewer-treating section and in addition a portion of the sewer exceeding the preset design water amount is treated in the second sewer-treating section.
Dependencies are inferred from the claim text.