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Combined stream pulling type diving buoyancy lift equipment and technique for removing nature aquifer blue algae

A push-flow, equipment technology, applied in flotation water/sewage treatment, flocculation/sedimentation water/sewage treatment, etc., can solve the problems of ecological restoration treatment of unused water bodies, pollution, and large land occupation, and improve practicability. and application range, restore the natural environment, and reduce the effect of construction costs

Inactive Publication Date: 2011-07-13
云南春信环保科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

There are some deficiencies in the above-mentioned treatment methods: for example, coagulation sedimentation and algae toxin inhibition method can only temporarily alleviate the growth of algae because the algae pollutants are not actually taken out from the water body. growth, to re-growth and re-governance" cycle
However, the main equipment of the existing cyanobacteria treatment process needs to be built on the ground, which takes up a lot of land, and the investment in pipe network and equipment materials is relatively large. The equipment cannot be moved to the dense area of ​​cyanobacteria. Ascension and long-distance transmission power loss is huge
Existing technologies to deal with large-scale water body cyanobacteria pollution are limited by the above-mentioned factors
In the face of the huge amount of treated water in lakes polluted by cyanobacteria, if the existing technical methods, the investment, construction and operation costs are huge
Therefore, the air flotation method is mostly only used for water treatment in waterworks, but not for large-scale water ecological restoration.

Method used

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  • Combined stream pulling type diving buoyancy lift equipment and technique for removing nature aquifer blue algae
  • Combined stream pulling type diving buoyancy lift equipment and technique for removing nature aquifer blue algae
  • Combined stream pulling type diving buoyancy lift equipment and technique for removing nature aquifer blue algae

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0057] Process a river course connected to a lake polluted by blue-green algae. The original river course is 2 meters wide and 1 meter deep. Build the push-flow type diving buoyancy equipment of the present invention on the river course, widen the river course and dig deep to form a buoyant pool body, long: Width: depth is 4:4:4.4m. A submersible pump (80m 3 / h) and a pipe with a diameter of 10cm, a baffle is set 0.3m behind the front baffle, and the lower end of the baffle is 10-30cm away from the bottom of the pool. An air diffusion distributor is set at the bottom to distribute the dissolved gas water that has been added, and the porous tube is placed 0.05m away from the water bottom under the baffle to add chemicals and gas to the incoming sewage. The reflux water is 40 cubic meters per hour, which is extracted in the clear water pool by the dissolved air pump, and the dosage is 2g / min of polyaluminum and 0.1g / min of polyacrylamide. A middle partition is set 1m behind th...

Embodiment 2

[0059] Set up a 10m long wave catchment tank in the water beside the embankment (see Figure 11 , Figure 12 ), the edge height of the front edge of the groove is 30cm, and the edge height of the rear end is 50cm. Set up a 1m-long 45°C slope, one side is connected to the front end of the fishing tank and the other is fixed underwater. The two ends of the tank are closed, and after the sewage is concentrated, the three 20cm pipes in the middle enter the whole submerged buoyancy device made of steel frame PVC plastic board on the other side of the embankment. The buoyancy equipment enters 2m of water 3 / min. At the same time, meter solid aluminum sulfate into the sump, 30g / min. The equipment is 4m long, 4m wide, and 5m long. The difference from Example 1 is that there is a 0.6m clear water pool behind the outlet, and the dissolved air pump pumps 40m of water from the clear water pool per hour. 3 , the dissolved gas water and the three water inlet pipes flow into the equipme...

Embodiment 3

[0061] Diving in the water with a glass-steel sealed push-flow diving buoyancy pool (see Figure 7 , Figure 8 ), surrounding the lake water with soft bamboo (see Figure 15 ), the sewage is transported to the pool body in a horizontal push-flow manner with a water pump, and the water inflow is 400m 3 / h, the dosing nozzle is connected to the return pipe, the average horizontal flow rate is 5mm / s, the flocculation time is 10min, the flow rate in the flocculation tank is 10mm / s, the air flotation is 2.5mm / s, the time is 23min, and the maximum reflux water is 10%. The volume of the pressure dissolved air tank is calculated as a packed tower with a diameter of 0.5m and a height of 3m based on the minimum reflux water flow for 1min. Maximum air consumption 0.45m 3 / min. Air pump pressure 6kg / cm 2 . The pressure dissolved air releaser adopts TS78-releaser. The return water volume is set to 40m per hour 3 , parallel to the water inlet pipe, the pool body is 11m long, 4m wide ...

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Abstract

The invention discloses a combined plug-flow diving buoyancy lift device and a technique of rapidly removing blue green algae of natural water; wherein, the whole or part of a diving buoyancy lift pool is constructed on a bottom surface of an underwater lake bottom basement; a water inlet and a water outlet of the device are arranged below a horizontal plane of the wastewater to be treated; a front damper is arranged at one end of the diving buoyancy lift pool which is provided with a water inlet device, and a baffle plate is arranged at the back of the front damper to form a flocculation tank; a sinking type center spacer divides the flocculation tank and the buoyancy lift pool; a back damper is arranged between the buoyancy lift pool and a clear water tank; a medical feed device and an air-injecting device are arranged at a reflux pipe above the diving buoyancy lift pool; a group of clear water honeycomb ducts are arranged at the bottom of the buoyancy lift pool; a blue green algae discharge pipe is arranged at the bottom of a blue green algae collection tank which is arranged at the upper part of the back end of the buoyancy lift pool; a clear water drain pipe is arranged at the back end ofthe clear water pool. The device of the invention can be implemented in various natural water environments according to different techniques and has the advantages of not only reducing the construction cost of ground environment but also avoiding the energy consumption in lifting and long distance conveyance of the wastewater and improving the practicality and application range of the removing technique of the blue green algae.

Description

technical field [0001] The invention belongs to the technical field of environmental protection equipment, and specifically relates to a combined push-flow submersible buoyancy equipment and a process for quickly removing cyanobacteria in natural water bodies based on the air flotation method, which can be directly implemented in natural water bodies. Background technique [0002] The treatment of nitrogen and phosphorus in sewage treatment has been a difficult problem for a long time. Due to the incomplete treatment of nitrogen and phosphorus in sewage, the eutrophication of rivers, rivers, lakes and even the sea is serious, resulting in large-scale water pollution events such as blue-green algae and red tides. Frequent outbreaks. Since the algae grows at a doubling rate of about 20 minutes and dies relatively quickly, the oxygen in the water is exhausted, and at the same time, cyanobacteria toxins are produced to cause the rapid death of other organisms in the water, which...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C02F1/24C02F1/52
Inventor 郑向东丁毅力
Owner 云南春信环保科技有限公司
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