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Water-purification pretreatment system

A water purification treatment and water purification technology, applied in water/sewage treatment, water treatment parameter control, water/sewage multi-stage treatment, etc., can solve the problem of increasing the time required for treatment, unstable water purification treatment, and coagulant cost Cost increase and other problems, to achieve the effect of reducing the processing load

Inactive Publication Date: 2010-02-24
KK TOSHIBA
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  • Summary
  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

Therefore, there are problems in that the time required for the treatment needs to be increased depending on the amount of the inflowing suspended matter, and the cost required for the coagulant and the cost required for the sludge treatment also increase
[0011] In particular, in rivers and rivers during rainfall, for example, high turbidity such as 1,000 degrees or more may occur, and the treatment of the turbidity removal process may not be sufficient.
When such an overload occurs, there may be a problem that the water purification process becomes unstable by stopping water intake, etc. in some cases.

Method used

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no. 1 Embodiment approach

[0032] use figure 2 The water purification pretreatment system 101 of the first embodiment will be described. The water purification pretreatment system 101 of the first embodiment is set to use figure 1 In the above-mentioned water treatment system 100 described above, the water treatment system 100 passes through the rapid stirring tank 9, the floc formation tank 10, the sedimentation tank 11, the sand filter tank 12 and the water purification tank 13, etc. The raw water drawn from the river of the water source is purified and distributed.

[0033] In the water purification pretreatment system 101 of the first embodiment, in the water treatment system, the raw water stored in the water intake well 3 is supplied to the liquid cyclone as a pretreatment device by the pretreatment pump 14 through the inflow pipe 15 16. In the liquid cyclone 16 , after the suspended matter such as sand particles having a larger specific gravity than water is separated from the raw water, the ...

no. 2 Embodiment approach

[0039] use Figure 4 The water purification pretreatment system 102 of the second embodiment will be described. The water purification pretreatment system 102 of the second embodiment is set in figure 1 Between the water intake pump 1 and the intake well 3 of the above-mentioned water treatment system 100 described above, there is a liquid cyclone 16 for separating suspended matter with a larger specific gravity than water from the raw water, and a liquid cyclone 16 for separating the raw water from which the suspended matter has been separated from the liquid. The discharge pipe 17 from the cyclone 16.

[0040]In the water purification pretreatment system 102 of the second embodiment, before water treatment such as coagulation sedimentation treatment is performed, suspended matter having a larger specific gravity (larger particle size) than water, such as sand particles, is separated from raw water. Therefore, by utilizing the water purification pretreatment system 102 of t...

no. 3 Embodiment approach

[0045] use Figure 5 The water purification pretreatment system 103 of the third embodiment will be described. The water purification pretreatment system 103 of the 3rd embodiment is, is installed in use figure 1 Between the water guide pump 5 and the water collection well 7 of the above-mentioned water treatment system 100 described above, there is a liquid cyclone 16 that separates suspended matter that is larger in specific gravity than water from the raw water and separates the raw water that has been separated from the suspended matter from the liquid. The discharge pipe 17 from the cyclone 16.

[0046] In the water purification pretreatment system 103 of the third embodiment, before water treatment such as coagulation and sedimentation treatment is performed, suspended matter having a larger specific gravity (larger particle size) than water, such as sand particles, is separated from raw water. Therefore, by using the water purification pretreatment system 103 of the t...

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Abstract

A water-purification pretreatment system removes raw water of suspended solids heavier in specific gravity than water before a water-purification treatment of raw water taken from a water source and the system includes a liquid cyclone configured for raw water to inflow thereto and to be swirled inside thereof to separate from raw water suspended solids heavier in specific gravity tan water, an inflow line connected with the liquid cyclone for raw water to be supplied to the liquid cyclone and configured for raw water being supplied to swirl inside the liquid cyclone, and an outflow line configured for raw water having suspended solids separated therefrom to outflow as pretreated water from the liquid cyclone, allowing for a reduced load on a treatment of solid suspended solids as a watertreatment for water purification plants.

Description

technical field [0001] The invention relates to a pre-treatment system for water purification. In the water treatment system of a water purification plant, suspended matter whose specific gravity is larger than water is removed in the front stage of water purification treatment. Background technique [0002] In water treatment, suspended matter or turbidity components contained in raw water are mainly treated by water purification treatments such as floc formation with inorganic coagulants, gravity sedimentation in sedimentation tanks, sand filtration, and ultrafiltration. [0003] use figure 1 An example of the water treatment system 100 using coagulation and sedimentation will be described. exist figure 1 In the shown water treatment system 100 , a water intake ground is installed in a river as a water source, and water is drawn from the river by a water intake pump 1 . The raw water taken in by the water intake pump 1 is sent to the water intake well 3 through the wate...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F1/38C02F1/52
CPCC02F1/52C02F9/00C02F2209/11C02F1/385C02F1/001C02F1/5209C02F1/008C02F2001/007
Inventor 毛受卓福田美意山本泰青木一义松代武士黑川太汤川敦司早见德介
Owner KK TOSHIBA
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