Coagulatory settle treatment method for rainy day overflow sewage

A technology of coagulation sedimentation and treatment method, which is applied in the direction of flocculation/sedimentation water/sewage treatment, etc. It can solve the problems of affecting the effect of sedimentation treatment, failure to react in the tank, and emission of odor, so as to save energy consumption of mechanical stirring and simplify elevation layout , The effect of reducing operating costs

Inactive Publication Date: 2008-03-05
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] (1) Mixing is one of the three major units in the treatment process. Although the residence time is only 4-12 seconds, it is not only necessary to set up a separate mixing tank, but also to set up a more powerful stirring machine
[0008] (2) Although the mixing tank is small, but it is connected with the pipeline of the subsequent reaction tank, it is necessary to reserve enough high-level difference
In fact, the hydraulic resistance loss of this process is greater than that of piping connections between other units
This has caused difficulties in the elevation layout of the process flow
[0009] (3) The mechanical stirring and mixing method consumes a lot of energy and requires a lot of maintenance work
[0010] (4) The mixing tank is open, and the stirring paddle forms a huge hydraulic jump, which not only splashes the sewage, emits odor, and deteriorates the operating environment; more importantly, a large amount of air is brought into the sewage, because the sewage contains surfactants , and there is a large amount of organic suspended matter, which is light in specific gravity and good in affinity, so a large amount of scum layer is formed in the reaction tank, which affects the effect of sedimentation treatment and becomes an operation problem that is difficult to solve by mechanical stirring and mixing.
The partition reaction tank in the feed water is the most typical and ideal pool type with the turbulent intensity required for flocculation provided by hydraulic power, but the partition reaction tank has a complex type and a large area
The advection type sedimentation tank in the sedimentation tank can be well integrated with the reaction tank, but the change trend of its flow rate and the level of the flow direction are not conducive to flocculation and sedimentation
Although the radial flow sedimentation tank can form a flocculation area above the water inlet to strengthen flocculation, it cannot be connected with the reaction tank, which increases the floor area.

Method used

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  • Coagulatory settle treatment method for rainy day overflow sewage

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0035] Example 1: Treatment of confluent sewage from moderate to heavy rainfall

[0036] During the rainy season in Shanghai, the rainfall intensity is generally low and the duration is relatively long. During a period of rainfall, the surface pollutants are washed into the confluence pipeline for a relatively long time, so the concentration of sewage SS and COD in the confluence pipeline is not very high, which is similar to that of drought Compared with sewage, SS has been greatly improved, COD has been reduced, and TP has not changed much.

[0037] Specific steps are as follows:

[0038] (1) Using the method of dosing before the pump, the sewage is pumped into the static mixer and fully mixed with the coagulant PAC pumped in at the same time. The mixing time is 7.5 seconds, the measured hydraulic resistance loss is 4700Pa, and the velocity gradient is 7901 / s. , PAC is 8~10mg / l, PAM is 0.8~1.0mg / l;

[0039] (2) The mixed sewage enters the reaction tank through the rotamete...

Embodiment 2

[0043] Example 2: Treatment of high-intensity rainfall primary rainwater

[0044] For the initial rainfall of heavy rainfall, the water quality changes greatly, and the water quality indicators such as SS and COD rise rapidly in a short period of time.

[0045] Specific steps are as follows:

[0046] (1) Use a metering pump to add the static mixer coagulant PAFC at the inlet of the static mixer, the mixing time is 4 seconds, the measured hydraulic resistance loss is 10600Pa, and the velocity gradient value is 14501 / s, among which PAFC is 10 ~ 15mg / l, PAM is 1.0~1.2mg / l;

[0047] (2) The mixed sewage enters the reaction tank through the rotameter, and reacts with the coagulant PAM in the reaction tank by stirring, and the reaction time is 3.3 minutes; the stirring of the stirring paddle in the reaction tank makes the inside and outside of the guide tube form an up and down flow , to create hydraulic conditions for the growth of flocs to achieve the purpose of coagulation, th...

Embodiment 3

[0052] For low-temperature mixed overflow sewage, the water quality indicators such as SS and COD are relatively high.

[0053] Specific steps are as follows:

[0054] (1) The way of dosing before the pump is adopted. The sewage is pumped into the static mixer and fully mixed with the coagulant PFS pumped in at the same time. The mixing time is 10 seconds, the measured hydraulic resistance loss is 8000Pa, and the velocity gradient value is 10001 / s. Among them, PFS is 10-15mg / l, and PAM is 1.2mg / l;

[0055] (2) The mixed sewage enters the reaction tank through the rotameter, and reacts with the coagulant PAM in the reaction tank by stirring, and the reaction time is 10 minutes; the stirring of the stirring paddle in the reaction tank makes the inside and outside of the guide tube form an up and down flow , to create hydraulic conditions for the growth of flocs to achieve the purpose of coagulation, the stirring speed is 100 rpm;

[0056] (3) The water flows over the overflow ...

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Abstract

A coagulating-depositing method for treating the rain sewage features that the rain sewage flows serially through static mixer, reacting pool with guide barrels and stirrer, and depositing pool with oblique pipes to reach the draining standard.

Description

technical field [0001] The invention belongs to the technical field of water pollution control engineering, and in particular relates to a coagulation and sedimentation treatment method for overflow sewage in rainy days. Background technique [0002] In order to protect the urban water environment and control water pollution, people have adopted many methods and engineering measures, mainly including: improving the collection system of urban wastewater drainage pipe network, improving the level of wastewater treatment and discharge standards. Despite this, the environmental quality of urban water bodies is still not ideal. Studies have found that the overflow of sewage pipe networks caused by urban rainy day runoff and the discharge of wastewater from rainwater pipe network pumping stations have become the main pollution sources of urban water environment. The initial runoff rainwater, the overflow sewage of the combined pipe network and the initial wastewater of the rainwat...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C02F1/52
Inventor 马鲁铭盛铭军王红武
Owner TONGJI UNIV
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