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Purification method of mixed water body with algae and silt

A water and sediment technology, applied in the field of polluted water purification, can solve the problems of high total cost of water treatment, large equipment investment, long process flow, etc. Simplified effect

Active Publication Date: 2008-11-19
YUNNAN THREE CIRCLES SINOCHEM FERTILIZERS CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The sediment is really heavy, and its processing requirements are just opposite to those of algae. It is suitable to use "flocculation-sedimentation tank" for sediment treatment, but the treatment effect of "flocculation-air flotation tank" is not good. This is a dilemma.
[0003] When the water body reaching the downstream water intake position contains both a lot of algae and a large amount of sediment, the existing technology generally adopts "adding inorganic flocculants for flocculation, and using a single-stage air flotation tank or a single-stage settling tank for liquid-solid separation. Then carry out the process of "fine filtration treatment", the concentration of suspended solids (SS, the same below), turbidity and other indicators in clean water are difficult to meet the standards, and are not applicable
If the two-stage pool (serial connection) treatment process of the air flotation tank and the sedimentation tank is adopted, on the one hand, the equipment investment is large, and on the other hand, both the air flotation tank and the sedimentation tank need to add a large amount of flocculation agents separately, and the process is long and the operation cost is high. The total cost of processing is high, which restricts the practical application

Method used

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  • Purification method of mixed water body with algae and silt

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] The Dianchi Lake water containing 60mg / L of suspended solids (mainly algae and less sediment) in the dry season is treated. Firstly add 20ppm polyaluminum ferric chloride to the inlet water body of the pipeline mixer 1, mix evenly through the pipeline mixer 1, flocculation occurs, and many small flocculation clumps (about 3-5mm in diameter) are produced. Then add 2.5ppm of polyacrylamide into the inlet water body of the pipeline mixer 2, mix evenly through the pipeline mixer 2, flocculation occurs, and many large flocculation clumps (about 10-50mm in diameter) are produced. The coagulated water coming out of the pipeline mixer 2 enters the settling tank through a pipeline about 4m long, and stays and settles for about 31min. The material enters the bottom flow of the sedimentation tank, and is discharged after treatment; the overflow water of the sedimentation tank enters the fine filter tank, and is filtered through the quartz sand layer and anthracite layer to obtain ...

Embodiment 2~12

[0027]The technological process of these 11 embodiments is the same as that of embodiment 1, except that the types of inorganic flocculants added to the inlet water of pipeline mixer 1 are polyaluminum silicate, polysilicate iron, polyaluminum iron iron, polysilicon One of aluminum chloride, polyaluminum chloride, polyferric sulfate, polyferric chloride, ferric chloride, basic aluminum chloride, ferrous sulfate or aluminum sulfate, or a mixture thereof. The organic flocculant added to the inlet water body of the pipeline mixer 2 is polyacrylamide, chitosan or modified polyacrylamide.

Embodiment 13

[0029] The Dianchi Lake water containing 100mg / L of suspended solids (mainly algae and sediment) during the flood period will be treated. First, add 30ppm polyaluminum iron silicate into the inlet water body of the pipeline mixer 1, mix evenly through the pipeline mixer 1, flocculation occurs, and many small flocculation clumps (about 3-5mm in diameter) are produced. Add 4ppm of polyacrylamide to the inlet water body of the pipeline mixer 2, mix evenly through the pipeline mixer 2, flocculation occurs, and many large flocculation clumps (about 10-50mm in diameter) are produced. The coagulated water coming out of the pipeline mixer 2 enters the settling tank through a pipeline about 4m long, and stays and settles for about 26 minutes. The material enters the bottom flow of the sedimentation tank, and is discharged after treatment; the overflow water of the sedimentation tank enters the fine filter tank, and is filtered through the quartz sand layer and anthracite layer to obtai...

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Abstract

The invention discloses a method for clarifying a mixed water body containing algae and sand. Firstly, inorganic flocculating agent is added into the mixed water body containing the algae and the sand, and is evenly mixed through a pipeline mixer to generate flocculation, then organic flocculating agent is added after a plurality of small flocculating conglomerations are produced, and is evenly mixed through the pipeline mixer to form a coagulated water body containing large flocculating conglomerations, wherein, the adding amount of the inorganic flocculating agent is 0.0005 to 0.0100 percent of the weight of the water body, and the adding amount of the organic flocculating agent is 0.0001 to 0.0030 percent of the weight of the water body. Then the coagulated water body is drawn into a single-segment sedimentation pond for sedimentation treatment, and water overflows from the upper layer of the sedimentation pond, enters a fine filter chamber, and passes through a quartz sand and anthracite filtering layer for fine filtration treatment, thereby obtaining clear water with SS less than or equal to 5mg / L and a turbidity less than or equal to 1.

Description

technical field [0001] The invention relates to a method for purifying polluted water, and the method of the invention is particularly suitable for purifying mixed water containing algae and sediment. Background technique [0002] With the rapid development of the economy, the environmental pollution caused by it has attracted great attention from all aspects of the society. Many lakes in China, such as the "pearl of the plateau" - Dianchi Lake, have experienced "eutrophication", and the water contains a lot of overgrown algae. For a long time, the purification and treatment of polluted water bodies like Dianchi Lake has been a difficult problem. The true specific gravity of algal matter is small, so it is suitable to be treated by "flocculation-air flotation tank", but the treatment effect of "flocculation-sedimentation tank" is not good. And when the lake water body containing more algae flows for a certain distance along the lake outlet channel, a large amount of sedime...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F9/02C02F1/52
Inventor 吴向东王煜资学民刘程勇赵茂方秀丽俞炳书
Owner YUNNAN THREE CIRCLES SINOCHEM FERTILIZERS CO LTD
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