Bottom mud repairing agent for mud-water interface aerobic layer of polluted bottom mud as well as preparation and application of the bottom mud repairing agent
A technology for polluting sediment and aerobic layers, applied in the field of environmental remediation, can solve the problems of low biochemical reaction efficiency, easy loss, lack of pertinence of sediment remediation agents, etc., and achieves the effects of low cost, promotion of growth and reproduction, and simple operation.
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[0055] A second object of the present invention is to provide the preparation method of the sewer repair agent of the contaminated bottom mud water interface aerobic layer, including the following steps:
[0056] (1) Preparation of a formulation: After mixing the microbial bacteria, the biological promoter, the weight, the binder, the adsorbent, is mixed, using a tablet machine, under 100KN or more pressure, and press the diameter less than 10mm tablet, tablet specific gravity is 1-1.2 g / ml.
[0057] (2) Preparation of the B formulation: After mixing the biochemical reaction electron acceptor, a weight, the adsorbent, the adsorbent is mixed, stirred, using a tablet machine, under 100KN or more pressure, pressed into a diameter of less than 10 mm The specific gravity of the tablet is 1-1.2 g / ml.
[0058] A third object of the present invention is to provide an application method of the sewer repair agent for contaminated bottom mud water interface aerobic layers.
[0059] In on...
Example Embodiment
[0061] Example 1
[0062] This embodiment provides a sewer repair agent for a contaminated bottom mud water interface aerobic layer.
[0063] Produced an organic glass reactor having a diameter of 200 mm, a high height of 600 mm, injects the reactor in a black river slung in Guangdong, the bottom mud thickness is 200mm, and the seller is added to the sedimental river hole. After the 3D is placed, the sulfide content (characterization in AVS), the oxidative potential (ORP), the oxidation potential (ORP), and the reactor is obtained, and the reactor is divided into treated group 1, the reactor is divided into treatment group 1, and the reactor is divided into treatment group 1. The treatment group 3 and the control group, the treatment group 1 was put into the sewed A formulation, and the treatment group 2 was subjected to the sewed B formulation, and the treatment group 3 was put into the sewed A formulation and the B formulation, and the control group did not add drugs.
[0064] T...
Example Embodiment
[0081] Example 2
[0082] This embodiment provides a sewer repair agent for a contaminated bottom mud water interface aerobic layer.
[0083] Produced an organic glass reactor having a diameter of 200mm, a height of 600 mm, injected into the reactor in a lake in Guangdong, the bottom mud thickness of 200mm, adding the underlying mud river to the water. After the 3D is placed, the sulfide content (characterization in AVS), the oxidative potential (ORP), the oxidation potential (ORP), and the reactor is obtained, and the reactor is divided into treated group 1, the reactor is divided into treatment group 1, and the reactor is divided into treatment group 1. The treatment group 3 and the control group, the treatment group 1 was added to the A formulation, and the treatment group 2 was added to the B formulation, and the treatment group 3 was added to the A formulation and the B formulation mixing reagent, the control group did not charge.
[0084] Terminal repair agents include A for...
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