Denitrification sulphur removal-based in-situ black-odorous riverway bottom mud oxidization technology

A technology of denitrification, sulfur removal, and in-situ oxidation, which is applied in the oxidation treatment of sludge, sludge treatment, biological sludge treatment, etc. pollution and other problems, to achieve the effect of quickly eliminating black odor, promoting the release, and inhibiting the release of nitrogen and phosphorus in the sediment

Active Publication Date: 2013-10-02
SOUTH CHINA AGRI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In terms of river black and odor control, the current international popular method is to increase the oxidation-reduction potential of the sediment (such as adding calcium nitrate and calcium peroxide) to oxidize the sulfide in the sediment and inhibit the release of phosphorus in the sediment; among them, through Dosing calcium nitrate to eliminate river black odor has been applied in domestic and foreign projects. However, this technology has a long treatment cycle (1-2 years), and it is easy to promote the excessive release of ammonia nitrogen and nitrate, causing secondary pollution of nitrogen, etc. shortcoming
At present, some new attempts have been made at home and abroad to quickly eliminate the black and odor of sediment, such as adding other oxidants (calcium peroxide or hydrogen peroxide) while adding calcium nitrate, or shortening the treatment time by increasing the dosage of calcium nitrate. However, it is reported that the treatment cycle for the sulfide removal rate to reach over 96% still needs about 1 month; in addition, how to eliminate the secondary release of sediment nitrogen in the process of black and odor control has not yet been resolved, especially when adding bottom nitrogen It has not been reported that mud oxidizer can remove sulfide while realizing in-situ denitrification of sediment

Method used

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  • Denitrification sulphur removal-based in-situ black-odorous riverway bottom mud oxidization technology
  • Denitrification sulphur removal-based in-situ black-odorous riverway bottom mud oxidization technology
  • Denitrification sulphur removal-based in-situ black-odorous riverway bottom mud oxidization technology

Examples

Experimental program
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Effect test

Embodiment 1

[0024] The content of 26mg AVS / g bottom mud in the bottom mud of present embodiment black-stinky river course (welling), according to the mass ratio of the content of sulfide (AVS) in bottom mud oxidant calcium nitrate and bottom mud, to black-stinky river gushing The mass ratios of calcium nitrate and sulfide in the dry method were 0.5:1, 1:1 and 2:1 respectively; the dosage of acid-base regulator lime was used to control the initial pH of the sediment to 7.5. The above-mentioned sediment oxidant and acid-base regulator are directly mixed with the sediment through the ejector by hydraulic or mechanical stirring, and the in-situ oxidation process of the black and odorous river (welling) sediment based on denitrification and desulfurization is implemented. The results are as follows: figure 1 shown. figure 1 It is the time-varying graph of bottom mud sulfide content after different calcium nitrate dosages are processed in the bottom mud in-situ oxidation process of embodiment 1...

Embodiment 2

[0028] This embodiment is carried out in a closed system of bottom mud (only bottom mud and intermittent water, no overlying water), the content of sulfide in the bottom mud of black and smelly rivers (welling) is 20mg AVS / g bottom mud, and the total nitrogen content of bottom mud is 2485.5mg / kg. According to the mass ratio of the sediment oxidant and the content of sulfide (AVS) in the sediment, the mixture of the sediment oxidant sodium nitrate and calcium nitrate is added to the black-smelly river flushing method, and the mass ratio of the dosage to the sulfide content The mass ratio of sodium nitrate to calcium nitrate is 0.5:1, and the dosage of potassium chloride as a bottom sludge ammonia nitrogen extraction agent is 150 mg / L to promote the release of bottom sludge ammonia nitrogen. The dosage of dilute nitric acid as an acid-base regulator is used to control the initial pH of the sediment to 6.0. First, stir and dissolve the sediment oxidant, sediment ammonia nitroge...

Embodiment 3

[0030]In this embodiment, the content of sulfide in the bottom mud of the black-smelly river course (welling) is 16 mg AVS / g bottom mud, and the total nitrogen content of the bottom mud is 2358.5 mg / kg. According to the mass ratio of the sediment oxidant and the content of sulfide (AVS) in the sediment, the mixture of the sediment oxidant sodium nitrate and calcium nitrate is added to the black-smelly river flushing method, and the mass ratio of the dosage to the sulfide content is 2:1, wherein the mass ratio of sodium nitrate to calcium nitrate is 1:1, and the dosage of sodium chloride as an ammonia nitrogen extraction agent from sediment is 200 mg / L to promote the release of ammonia nitrogen from sediment. If the initial When the concentration of ammonia nitrogen exceeds 200mg / L, there is no need to add it. The dosage of dilute nitric acid as sediment acid-base regulator is to control the initial pH of sediment to 6.5. First, stir and dissolve the sediment oxidant, sediment...

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Abstract

The invention discloses a denitrification sulphur removal-based in-situ black-odorous riverway bottom mud oxidization technology. The technology comprises the steps of: feeding a bottom mud oxidant, a bottom mud ammonia nitrogen extracting agent and a bottom mud acid-base conditioning agent into the black-odorous riverway in a wet-process or dry-process manner, the feeding quantity of the bottom mud oxidant ranges from (0.5-2):1 according to the mass ratio of the bottom mud oxidant and sulfide in the bottom mud, the feeding quantity of the bottom mud ammonia nitrogen extracting agent needs to meet the condition that the initial concentration of the bottom mud ammonia nitrogen extracted and released in interstitial water achieves more than 50mg/L, and the feeding quantity of the mud ammonia nitrogen extracting agent needs to meet the condition that the initial pH of the bottom mud is controlled to be 6.0-8.0. The sulfur, nitrogen and phosphorus of the mud can be synchronously removed, the blackness and odor of the riverway can be fast eliminated, the release of the bottom mud nitrogen and phosphorus can be inhibited, and the quality of water-in-water body can be improved; and the problem of eliminating the secondary release of bottom mud nitrogen in the black and odorous treatment process can be solved. The method is applicable to comprehensive treatment of a riverway (surge) taking organic matters, sulfide, nitrogen and phosphorus as mainly serious pollution sources.

Description

technical field [0001] The river channel (flush) treatment technology involved in the present invention specifically refers to an in-situ oxidation technology for black and odorous river channel sediment based on denitrification and desulfurization. Comprehensive treatment of polluted rivers (surges), especially suitable for in-situ comprehensive treatment of urban black and odorous rivers (surges). Background technique [0002] Black and odorous river channels and sediment accumulation are common phenomena in urban river networks in my country. Studies have shown that the long-term anaerobic decomposition of sediment organic pollutants produces H 2 Odors such as S and non-ferrous metal sulfides such as FeS are the main causes of black odor, and the secondary release of nitrogen and phosphorus from the sediment will cause eutrophication of the water body. In terms of river black and odor control, the current international popular method is to increase the oxidation-reducti...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F11/00C02F11/04C02F11/06
Inventor 余光伟
Owner SOUTH CHINA AGRI UNIV
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