CN107935258A - The processing unit and its application method of a kind of black and odorous water - Google Patents
The processing unit and its application method of a kind of black and odorous water Download PDFInfo
- Publication number
- CN107935258A CN107935258A CN201810054000.8A CN201810054000A CN107935258A CN 107935258 A CN107935258 A CN 107935258A CN 201810054000 A CN201810054000 A CN 201810054000A CN 107935258 A CN107935258 A CN 107935258A
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- CN
- China
- Prior art keywords
- black
- electrolysis
- water
- odorous water
- odorous
- Prior art date
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 299
- 238000000034 method Methods 0.000 title claims abstract description 30
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- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims abstract description 35
- 229910052698 phosphorus Inorganic materials 0.000 claims abstract description 35
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- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 claims abstract description 30
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- BAUYGSIQEAFULO-UHFFFAOYSA-L iron(2+) sulfate (anhydrous) Chemical compound [Fe+2].[O-]S([O-])(=O)=O BAUYGSIQEAFULO-UHFFFAOYSA-L 0.000 claims description 7
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- CDBYLPFSWZWCQE-UHFFFAOYSA-L sodium carbonate Substances [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 claims description 6
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- RUTXIHLAWFEWGM-UHFFFAOYSA-H iron(3+) sulfate Chemical group [Fe+3].[Fe+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O RUTXIHLAWFEWGM-UHFFFAOYSA-H 0.000 claims description 4
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- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical group [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 claims description 2
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Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/24—Treatment of water, waste water, or sewage by flotation
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/281—Treatment of water, waste water, or sewage by sorption using inorganic sorbents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
- C02F1/46104—Devices therefor; Their operating or servicing
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
- C02F1/46104—Devices therefor; Their operating or servicing
- C02F1/46109—Electrodes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
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- C—CHEMISTRY; METALLURGY
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Abstract
本发明公开一种黑臭水体的处理装置及其使用方法,由以下构成:(1)混凝沉淀或气浮系统;(2)电解系统;(3)污泥处理系统。用橡胶坝将黑臭水体分隔成一段、一段的水体,再用提升泵从黑臭水体的下游取水,提升泵出水口与混凝沉淀系统或气浮系统的进水口连接,混凝沉淀系统或气浮系统的出水口与电解系统的进水口连接,电解系统的出水口排入黑臭水体上游循环;混凝沉淀系统或气浮系统的污泥排放口与污泥处理系统的进口连接进入污泥脱水机,污泥经过污泥处理系统的脱水机脱水成为泥块和压滤液。通过混凝、电解去除SS、COD、BOD、氨氮、总氮、总磷、色度,提高溶解氧深度从而治理黑臭水体。
The invention discloses a treatment device for black and odorous water and its use method, which consists of the following components: (1) a coagulation sedimentation or air flotation system; (2) an electrolysis system; (3) a sludge treatment system. Use a rubber dam to divide the black and odorous water body into one section and one section of water body, and then use a lift pump to draw water from the downstream of the black and odorous water body. The outlet of the lift pump is connected to the water inlet of the coagulation sedimentation system or air flotation system. The water outlet of the air flotation system is connected to the water inlet of the electrolysis system, and the water outlet of the electrolysis system is discharged into the upstream circulation of the black and odorous water; the sludge discharge port of the coagulation sedimentation system or air flotation system is connected to the inlet of the sludge treatment system to enter the sewage Sludge dewatering machine, the sludge is dehydrated by the dewatering machine of the sludge treatment system into mud lumps and press filtrate. Through coagulation and electrolysis, SS, COD, BOD, ammonia nitrogen, total nitrogen, total phosphorus, and chroma are removed, and the depth of dissolved oxygen is increased to control black and odorous water bodies.
Description
技术领域technical field
本发明属于环境工程的水污染治理领域,更为具体地说是一种黑臭水体的处理装置及其使用方法。The invention belongs to the field of water pollution control of environmental engineering, and more specifically relates to a treatment device for black and odorous water and a method for using the same.
背景技术Background technique
黑臭水体是指因过量纳污、超出其水环境容量而导致变黑、发臭,通常低于地表水环境质量标准V类水质标准,溶解氧小于2.0mg/L。多位于人口密集、污染负荷强度大、基础设施不完善的区域,主要包括城市建成区、城乡结合部、县城及中心镇等区域内水体。黑臭水体成因:(1)外源有机物和氨氮消耗水中氧气:当溶解氧下降到一个过低水平时,大量有机物在厌氧菌的作用下进一步分解,产生硫化氢、胺、氨和其他带异味易挥发的小分子化合物,从而散发出臭味。同时,厌氧条件下,沉积物中产生的甲烷、氮气、硫化氢等难溶于水的气体,在上升过程中携带污泥进入水相,使水体发黑。(2)内源底泥中释放污染:当水体被污染后,部分污染物日积月累,通过沉降作用或随颗粒物吸附作用进入到水体底泥中。在酸性、还原条件下,污染物和氨氮从底泥中释放,厌氧发酵产生的甲烷及氮气导致底泥上浮。(3)不流动和水温升高的影响:丧失生态功能的水体,往往流动性降低或完全消失,直接导致水体复氧能力衰退,局部水域或水层亏氧问题严重,形成适宜蓝绿藻快速繁殖的水动力条件,增加水华暴发风险,引发水体水质恶化。此外,水温的升高将加快水体中的微生物和藻类残体分解有机物及氨氮速度,加速溶解氧消耗,加剧水体黑臭。Black and odorous water refers to blackening and smelling due to excessive pollution and exceeding its water environment capacity. It is usually lower than the surface water environmental quality standard V water quality standard, and the dissolved oxygen is less than 2.0mg/L. Most of them are located in areas with dense population, high pollution load intensity, and imperfect infrastructure, mainly including water bodies in urban built-up areas, urban-rural fringe areas, county towns, and central towns. Causes of black and odorous water bodies: (1) Exogenous organic matter and ammonia nitrogen consume oxygen in water: when the dissolved oxygen drops to a low level, a large amount of organic matter is further decomposed under the action of anaerobic bacteria, producing hydrogen sulfide, amine, ammonia and other toxic substances. Odor is a volatile small molecular compound that emits a bad smell. At the same time, under anaerobic conditions, insoluble gases such as methane, nitrogen, and hydrogen sulfide produced in the sediment carry sludge into the water phase during the ascent process, making the water body black. (2) Pollution released from endogenous sediment: When the water body is polluted, some pollutants accumulate over time and enter into the sediment of the water body through sedimentation or adsorption with particulate matter. Under acidic and reducing conditions, pollutants and ammonia nitrogen are released from the sediment, and methane and nitrogen produced by anaerobic fermentation cause the sediment to float. (3) The impact of immobility and rising water temperature: Water bodies that lose their ecological functions often have reduced or completely lost fluidity, which directly leads to a decline in the reoxygenation capacity of the water body, and the problem of oxygen deficiency in local waters or water layers is serious, forming suitable blue-green algae. The hydrodynamic conditions of rapid reproduction increase the risk of algal bloom outbreaks and cause deterioration of water quality. In addition, the increase in water temperature will accelerate the decomposition of organic matter and ammonia nitrogen by microorganisms and algae residues in the water body, accelerate the consumption of dissolved oxygen, and intensify the black and odor of the water body.
黑臭水体治理原则:水陆统筹,分类、分区、分期治理,治理与管理兼顾;以水环境容量为本,改善水力条件,截污优先,污染源治理和生态修复相结合。Principles of treatment of black and odorous water bodies: overall planning of water and land, classification, zoning, and phased treatment, taking into account both treatment and management; based on water environment capacity, improving hydraulic conditions, giving priority to sewage interception, and combining pollution source treatment with ecological restoration.
黑臭水体治理的主要方法是:The main methods of black and odorous water treatment are:
1、污染源控制及治理:主要针对点源、面源及内源,鼓励采用适宜的技术削减目标污染物负荷,满足水体环境容量控制要求。1. Pollution source control and treatment: mainly for point sources, non-point sources and internal sources, encourage the use of appropriate technologies to reduce target pollutant loads and meet the requirements for water body environmental capacity control.
2、点源主要包括集中排放的城镇生活污水、工业及工业园区废水、规模化养殖废水以及分散排放的污水(宾馆、饭店等)。2. Point sources mainly include concentrated urban domestic sewage, industrial and industrial park wastewater, large-scale breeding wastewater, and scattered sewage (hotels, restaurants, etc.).
3、面源主要包括城市面源、种植业面源及村落生活污水。3. Non-point sources mainly include urban non-point sources, planting non-point sources and village domestic sewage.
4、内源污染治理,包括污染底泥、生活垃圾和污水循环治理。4. Endogenous pollution control, including contaminated sediment, domestic garbage and sewage recycling.
目前,内源污染的底泥以清淤为主;内源污染的污水循环治理有曝气、生物处理等。中国专利CN 102627377B公开了重度富营养河水的净化方法及其净化装置,他是先将河水堵截上、中、下部分;接着将上游部分的水送入纳米催化电解机电解,再将电解后的水送入中游部分曝气,再送入膜生物反应器(MBR)处理的方法;中国专利CN 102633395B公开了富营养化河流水质净化方法,它包括以下步骤:先将富营养化河流拦截成上、中、下部分,接接着将上游部分的水送入纳米催化电解机电解,再将电解后的水送入中游部分曝气。以上两种方法都不能有效降低水体中磷的含量。但是,水体富营养化除去COD、氨氮等指标外,磷和溶解氧是两个重要指标。因此,急需一种内源污染的污水循环治理能全面降低COD、BOD、总磷、氨氮、色度和臭味的黑臭水体治理方法和装置。At present, dredging is the main method for endogenously polluted bottom sludge; aeration and biological treatment are used for endogenously polluted sewage recycling. Chinese patent CN 102627377B discloses a method of purifying heavily eutrophic river water and its purification device. He cuts off the upper, middle and lower parts of the river first; A method in which water is sent to the middle reaches for aeration, and then sent to a membrane bioreactor (MBR) for treatment; Chinese patent CN 102633395B discloses a water purification method for eutrophic rivers, which includes the following steps: first intercept the eutrophic rivers into upper, In the middle and lower parts, the water in the upstream part is then sent to the nano-catalyzed electrolyzer for electrolysis, and then the electrolyzed water is sent to the middle part for aeration. Neither of the above two methods can effectively reduce the phosphorus content in water. However, apart from indicators such as COD and ammonia nitrogen, phosphorus and dissolved oxygen are two important indicators of water eutrophication. Therefore, there is an urgent need for a black and odorous water body treatment method and device that can comprehensively reduce COD, BOD, total phosphorus, ammonia nitrogen, chroma and odor through sewage cycle treatment of endogenous pollution.
发明内容Contents of the invention
发明提供了一种工艺流程短、运行成本低、对水质的适应性强、持续效果好的黑臭水体的净化装置及其方法,其目的在于克服现有技术存在的净化周期长、效果欠佳的缺陷,使得黑臭水体水质改善、水生态体系恢复,实现河流、湖泊生态系统的健康可持续发展。The invention provides a purification device and method for black and odorous water bodies with short process flow, low operating cost, strong adaptability to water quality, and good continuous effect. The purpose is to overcome the long purification cycle and poor effect of the existing technology. The defects of black and odorous water bodies improve the water quality, restore the water ecosystem, and realize the healthy and sustainable development of river and lake ecosystems.
本发明采用如下技术方案:The present invention adopts following technical scheme:
一种黑臭水体处理装置,包括混凝沉淀系统或气浮系统、电解系统和污泥处理三个系统,即包括如下系统:A black and odorous water body treatment device, including three systems of coagulation sedimentation system or air flotation system, electrolysis system and sludge treatment, including the following systems:
(1)混凝沉淀或气浮系统:混凝沉淀或气浮系统包括混凝反应池、沉淀池或气浮机;黑臭水体经污水提升至混凝反应池,向混凝反应池按每立方米水加入3~80g的混凝剂和0.1~1g助凝剂进行混凝反应,生成磷酸盐沉淀除去水体的磷,并通过吸附作用除去不溶性有机物、石油类、动植物油有机物,进入沉淀池或气浮机进行固液分离,污泥浆进入污泥处理系统脱水成泥块,清液进入电解系统;(1) Coagulation sedimentation or air flotation system: The coagulation sedimentation or air flotation system includes coagulation reaction tanks, sedimentation tanks or air flotation machines; Add 3-80g coagulant and 0.1-1g coagulant to the cubic meter of water for coagulation reaction, generate phosphate precipitation to remove phosphorus in the water body, and remove insoluble organic matter, petroleum, animal and vegetable oil organic matter through adsorption, and enter the sedimentation tank Or the air flotation machine performs solid-liquid separation, the sludge slurry enters the sludge treatment system to dehydrate into mud, and the clear liquid enters the electrolysis system;
(2)电解系统:电解系统包括电解机、直流电源和自动控制系统三个单元;通过电解过程中阳极产生的Cl·、OH·和O·与水体中的有机物、氨氮反应,生成CO2、H2O、N2和NO3 ﹣,除去水体中的有机物,降低COD、BOD以及氨氮;阴极产生的H·与NO3 ﹣、有机物及氨氮反应,生成CO2、H2O、N2;电解产生的自由基氧化分解生物体,使其将DNA、RNA等生物体中的磷酸释放成无机磷酸根;电解产生的自由基氧化分解有机磷成为无机磷酸根;(2) Electrolysis system: The electrolysis system includes three units: an electrolysis machine, a DC power supply and an automatic control system; through the reaction of Cl·, OH· and O· produced by the anode during the electrolysis process with organic matter and ammonia nitrogen in the water body, CO 2 , H 2 O, N 2 and NO 3 - , remove organic matter in the water body, reduce COD, BOD and ammonia nitrogen; the H generated by the cathode reacts with NO 3 - , organic matter and ammonia nitrogen to generate CO 2 , H 2 O, N 2 ; Free radicals generated by electrolysis oxidize and decompose organisms, making them release phosphoric acid in organisms such as DNA and RNA into inorganic phosphates; free radicals generated by electrolysis oxidize and decompose organic phosphorus into inorganic phosphates;
(3)污泥脱水系统:污泥脱水系统由污泥泵、浓缩罐、脱水机组成;污泥经过污泥泵泵入污泥浓缩罐中沉淀浓缩,再经过脱水机脱水成泥块。(3) Sludge dewatering system: The sludge dewatering system is composed of a sludge pump, a thickening tank, and a dehydrator; the sludge is pumped into the sludge thickening tank by the sludge pump for precipitation and concentration, and then dehydrated into mud by the dehydrator.
所述沉淀池为高效沉淀池或斜管沉淀池的一种。The sedimentation tank is a kind of high-efficiency sedimentation tank or inclined tube sedimentation tank.
所述电解系统是直接电解系统或间接电解系统。The electrolysis system is a direct electrolysis system or an indirect electrolysis system.
所述电解机的工作电压为10~380V,两电极间的电压为1~10V,电流密度为10~600mA/cm2,清液在电解机中的停留时间为1s~1min。The working voltage of the electrolyzer is 10-380V, the voltage between the two electrodes is 1-10V, the current density is 10-600mA/cm 2 , and the residence time of the clear liquid in the electrolyzer is 1s-1min.
所述电解机设有电源和电解槽,所述电解槽内的电极为石墨、钛、铁、铝、锌、铜、铅、镍、钼、铬、合金、有贵金属氧化物涂层的钛电极或有纳米催化贵金属氧化物涂层的惰性电极中的一种。The electrolytic machine is provided with a power supply and an electrolytic cell, and the electrodes in the electrolytic cell are graphite, titanium, iron, aluminum, zinc, copper, lead, nickel, molybdenum, chromium, alloys, titanium electrodes coated with noble metal oxides Or one of the inert electrodes coated with nano-catalytic noble metal oxides.
所述纳米催化惰性电极的表层涂覆有晶粒为10~60nm的贵金属氧化物惰性催化涂层,所述纳米催化惰性电极的基板为钛板、其它金属板或塑料板。The surface layer of the nano-catalytic inert electrode is coated with noble metal oxide inert catalytic coating with crystal grains of 10-60nm, and the substrate of the nano-catalytic inert electrode is a titanium plate, other metal plates or plastic plates.
所述混凝剂为铁盐、铝盐、聚铝、聚铁的一种或任意两种以上组合;所述铁盐为硫酸铁或硫酸亚铁, 用量为3~20g/m3;所述铝盐为硫酸铝或氯化铝, 用量为30~80g/m3;所述聚铝为聚合氯化铝、聚合硫酸铝或聚合硅酸铝, 30~80g/m3;所述聚铁为聚合氯化铁、聚合硫酸铁或聚合硅酸铁, 10~40g/m3。The coagulant is one or any combination of two or more of iron salt, aluminum salt, polyaluminum, and polyiron; the iron salt is ferric sulfate or ferrous sulfate, and the dosage is 3 to 20 g/m 3 ; the The aluminum salt is aluminum sulfate or aluminum chloride, the dosage is 30-80g/ m3 ; the polyaluminum is polyaluminum chloride, polyaluminum sulfate or polyaluminum silicate, 30-80g/ m3 ; the polyiron is Polyferric chloride, polyferric sulfate or polyferric silicate, 10-40g/m 3 .
所述助凝剂为PAM,用量为0.1~1g /m3。The coagulation aid is PAM, and the dosage is 0.1-1 g/m 3 .
所述混凝沉淀或气浮系统还包括一个在水体pH小于7时加入氢氧化钠或碳酸钠调节污水的pH至7~9的加药装置。The coagulation sedimentation or air flotation system also includes a dosing device for adding sodium hydroxide or sodium carbonate to adjust the pH of the sewage to 7-9 when the pH of the water body is less than 7.
所述气浮机是溶气气浮机或浅层气浮机。The air flotation machine is a dissolved air flotation machine or a shallow air flotation machine.
所述混凝反应池之前还可以有一个氧化反应池,以便加入氧化剂氧化黑臭水体的有机物。There may also be an oxidation reaction tank before the coagulation reaction tank, in order to add an oxidant to oxidize the organic matter in the black and odorous water body.
所述电解系统还可以安放在混凝反应池之前。The electrolysis system can also be placed before the coagulation reaction tank.
所述混凝反应池和沉淀池为合二为一的结构,前部为混凝反应区,后部为沉淀分离区。The coagulation reaction tank and the sedimentation tank are combined into one structure, the front part is a coagulation reaction zone, and the rear part is a sedimentation separation zone.
所述电解系统之后还可以设有一个停留时间为5~20分钟的氧化反应池,使电解产生的自由基充分与水体中的有害物质反应,促进水体治理。After the electrolysis system, an oxidation reaction tank with a residence time of 5 to 20 minutes may be provided, so that free radicals generated by electrolysis can fully react with harmful substances in the water body, and promote water body treatment.
上述黑臭水体处理装置的使用方法,包括如下使用步骤:The method for using the above-mentioned black and odorous water treatment device includes the following steps:
(1)截流分段:将黑臭水体用橡胶坝分段或分区成一段、一段的若干水体,用水泵从黑臭水体的下游取水,泵至混凝反应池;(1) Sectional interception: the black and odorous water body is segmented or divided into several water bodies by rubber dams, and water is taken from the downstream of the black and odorous water body with a pump, and pumped to the coagulation reaction tank;
(2)混凝沉淀或气浮:经步骤(1)泵取的黑臭水至反应池中按每立方米水加入3~80g混凝剂,反应3~15分钟,再加入0.1~1gPAM助凝剂缓慢搅拌3~5分钟,促进矾花形成,进入沉淀池或气浮池分离成澄清液和泥浆;(2) Coagulation sedimentation or air flotation: Add 3-80g coagulant per cubic meter of water to the reaction tank after pumping the black and odorous water in step (1), react for 3-15 minutes, and then add 0.1-1g PAM to help The coagulant is stirred slowly for 3 to 5 minutes to promote the formation of alum flowers, and enter the sedimentation tank or air flotation tank to separate into clarified liquid and mud;
(3)电解:经步骤(2)混凝沉淀或气浮所得澄清液进入电解机,电解的工作电压为10~380V,两电极间的电压为1~10V,电流密度为10~600mA/cm2, 步骤(2)中清液在电解机中的停留时间为1s~1min;电解后流入黑臭水体的上游,经过几次循环后,黑臭水体就转变成澄清水体。(3) Electrolysis: The clarified liquid obtained by coagulation precipitation or air flotation in step (2) enters the electrolyzer, the working voltage of the electrolysis is 10-380V, the voltage between the two electrodes is 1-10V, and the current density is 10-600mA/cm2 , The residence time of the clear liquid in the electrolysis machine in step (2) is 1s~1min; after electrolysis, it flows into the upstream of the black and odorous water body, and after several cycles, the black and odorous water body is transformed into a clarified water body.
(4)污泥脱水:经步骤(2)混凝沉淀或气浮分离的泥浆泵入脱水机脱水分离成滤液和泥块。(4) Sludge dehydration: After step (2) coagulation sedimentation or air flotation separation, the mud is pumped into the dehydrator for dehydration and separation into filtrate and mud.
所述电解系统电解发生如下电极反应:The following electrode reactions occur in the electrolysis of the electrolysis system:
1、阳极1. Anode
主要的电极反应是:2Cl﹣-2e →2 Cl· →Cl2↑The main electrode reaction is: 2Cl﹣-2e →2 Cl →Cl 2 ↑
3H2O+ 2e → O·+ 2H3O﹢ 3H 2 O+ 2e → O + 2H 3 O ﹢
由于H3O﹢的生成,在阳极附近,碱性降低,酸性上升。Due to the generation of H 3 O+, the alkalinity decreases and the acidity increases near the anode.
、阴极,cathode
阴极采用纯金属钛(或不锈钢板),在水的电解中,阴极在净化水中也起到重要的作用:降低重金属离子和活性磷等的浓度,水质得到极大地改善,能达到超一类水的标准。The cathode is made of pure metal titanium (or stainless steel plate). In the electrolysis of water, the cathode also plays an important role in purifying water: reducing the concentration of heavy metal ions and active phosphorus, etc., the water quality is greatly improved, and can reach super-class water standard.
在阴极上,主要的化学反应是:H2O→H++OH- At the cathode, the main chemical reaction is: H 2 O → H + +OH -
主要的电极反应是:2H++2e→2H·→ H2↑The main electrode reaction is: 2H + +2e → 2H → H 2 ↑
2H3O++2e→2H·+2H2O → H2↑+2H2O2H 3 O + +2e→2H·+2H 2 O → H 2 ↑+2H 2 O
由于H2的析出,在阴极附近,酸性降低,碱性上升。Near the cathode, the acidity decreases and the alkalinity increases due to the evolution of H2 .
阴极的电极过程的其他效应:Other effects of the electrode process at the cathode:
①差极化①Polarization
在通电的时候,阴极上有大量的电子,这时由于电场力的作用,水中的阳离子如H3O+、Na+、Ca2+、Mg2+、Pb2+、Cu2+……就会向阴极迁移,形成浓差极化。When energized, there are a large number of electrons on the cathode. At this time, due to the effect of the electric field, the cations in the water such as H 3 O + , Na + , Ca 2+ , Mg 2+ , Pb 2+ , Cu 2+ ...... It will migrate to the cathode, forming concentration polarization.
②多电层效应②Multiple layer effect
在阴极表面阳离子的浓度就会显著上升,而形成双电层,在双电层外层就会有阴离子存在(如HPO4 2-、HCO3 -、Cl-……电荷相反的阴离子,这一层的离子称为“反离子”),因而生成“三电层”,如图6所示:The concentration of cations on the surface of the cathode will increase significantly, and an electric double layer will be formed, and anions will exist in the outer layer of the electric double layer (such as HPO 4 2- , HCO 3 - , Cl -... anions with opposite charges, this The ions in the layer are called "counter ions"), thus generating a "triple electric layer", as shown in Figure 6:
③沉淀反应③Precipitation reaction
由于酸碱效应,致使HPO4 2-↔H++PO4 3-的平衡向右移动。又由于双电层效应,在阴极附近的[Ca2+]、[PO4 3-]显著增大,因此发生沉淀反应:Due to the acid-base effect, the balance of HPO 4 2- ↔H + +PO 4 3- shifts to the right. Due to the electric double layer effect, [Ca 2+ ] and [PO 4 3- ] near the cathode increase significantly, so the precipitation reaction occurs:
3Ca2++2PO4 3-→Ca3(PO4)2↓3Ca 2+ +2PO 4 3- →Ca 3 (PO 4 ) 2 ↓
电极反应产生的自由基活性很强,“O· 、OH·”能与其相近的有机物分子反应生成水和二氧化碳;“O·”与“NH3” 反应生成水和“NO3 ﹣”;“Cl· 和H·”与相近的“NO3 ﹣”和“氨氮)反应生成N2和H2O。The free radicals produced by the electrode reaction are highly active, and "O·, OH·" can react with their close organic molecules to generate water and carbon dioxide; "O·" reacts with "NH 3 " to generate water and "NO 3 - ";"Cl · and H·" react with similar "NO 3 - " and "ammonia nitrogen) to generate N 2 and H 2 O.
由于在低电压、大电流的情况下,在电极表面喷射成电子雾,因此,电极反应不仅发生在电极表面上,而是整个电解机的立体空间里。Since the electron mist is sprayed on the surface of the electrode under the condition of low voltage and high current, the electrode reaction not only occurs on the surface of the electrode, but also in the three-dimensional space of the whole electrolyzer.
电解还具有气浮作用、协同作用和除臭作用:Electrolysis also has air flotation, synergistic and deodorizing effects:
电解过程中阴极产生的·H未及时与硝态氮反应的,就生成氢气,形成大量的微气泡,随着气体的上浮,会带出大量的固体悬浮物,达到固液分离的效果,形成气浮作用,进一步降低废水中的COD、色度、浊度等污染指数。During the electrolysis process, if the H produced by the cathode does not react with the nitrate nitrogen in time, hydrogen gas will be generated and a large number of microbubbles will be formed. As the gas floats up, a large amount of suspended solids will be brought out to achieve the effect of solid-liquid separation and form The air flotation effect further reduces the COD, chroma, turbidity and other pollution indexes in the wastewater.
电解除了产生自由基外还能产生显著的协同效应,如酸碱效应、多电层效应、气浮效应、诱导效应和吸附效应等因此能大大提高NCE的效率。In addition to generating free radicals, electrolysis can also produce significant synergistic effects, such as acid-base effects, multi-layer effects, air flotation effects, induction effects, and adsorption effects, which can greatly improve the efficiency of NCE.
电解除了产生的自由基与污水中的发嗅物质作用,能消除嗅味外,电解过程的电磁振荡能使发臭物质的化学键发生开环断链作用,从而消除臭味。因此,电解有难以让人致信的消除臭味效果。Electrolysis removes the free radicals produced and the smelling substances in the sewage, and can eliminate the smell. The electromagnetic oscillation in the electrolysis process can cause the chemical bonds of the smelly substances to open and break the chain, thereby eliminating the smell. Therefore, electrolysis has an unbelievable deodorizing effect.
本发明治理黑臭水体的原理:The present invention controls the principle of black and odorous water body:
1、去除COD和BOD的原理1. The principle of removing COD and BOD
纳米催化电解过程中会产生大量具有强氧化性的自由基,能快速氧化分解水体中的还原性物质(包括染料等有机物),降低废水(污水)中20~40%的COD。即:氧化作用: NCE在通电的情况下能产生化学活性很强的自由基,如·Cl、·H、·O、·OH等,这些自由基能迅速地与溶液中的有机物,如COD、BOD、有色物质,氨氮等起电催化反应从而达到消除成降低其浓度的目的。A large number of strong oxidizing free radicals will be generated in the process of nanocatalytic electrolysis, which can quickly oxidize and decompose reducing substances in water (including organic substances such as dyes), and reduce COD in wastewater (sewage) by 20-40%. Namely: Oxidation: NCE can produce chemically active free radicals, such as Cl, H, O, OH, etc. under the condition of electrification, and these free radicals can quickly combine with organic substances in the solution, such as COD, BOD, colored substances, ammonia nitrogen, etc. have an electrocatalytic reaction to achieve the purpose of eliminating or reducing their concentration.
RH(有机物)+ O·—→CO2↑ + H2ORH (organic matter) + O —→ CO 2 ↑ + H 2 O
RH(有机物)+ HO·—→CO2↑ + H2ORH (organic matter) + HO·—→CO 2 ↑ + H 2 O
·Cl+ H2O—→HClO—→O·+HCl·Cl+ H 2 O—→HClO—→O·+HCl
2、去除氨氮的原理2. The principle of removing ammonia nitrogen
纳米催化电解阳极产生的自由基Cl·未及时与有机物等杂质反应时,两个Cl·生成氯气,氯气与水作用,生成次氯酸,次氯酸与氨反应,最终生成氮气。When the free radical Cl generated by the nano-catalyzed electrolysis anode does not react with organic matter and other impurities in time, the two Cl will generate chlorine gas, which reacts with water to generate hypochlorous acid, hypochlorous acid reacts with ammonia, and finally generates nitrogen gas.
(1)脱氨氮原理(主反应1)(1) Principle of nitrogen removal from ammonia (main reaction 1)
NH3 + HOCl —→ NH2Cl + H2O (一氯胺)NH 3 + HOCl —→ NH 2 Cl + H 2 O (monochloramine)
NH2Cl + HOCl —→ NHCl2 + H2O (二氯胺)NH 2 Cl + HOCl —→ NHCl 2 + H 2 O (dichloramine)
2NH2Cl + HOCl—→ N2↑+ 3HCl + H2O (脱氮主反应一)2NH 2 Cl + HOCl—→ N 2 ↑+ 3HCl + H 2 O (main denitrification reaction 1)
(2)脱氨氮原理(主反应2)(2) Principle of nitrogen removal from ammonia (main reaction 2)
同时,纳米催化电解阳极产生的自由基O·与氨反应,生成硝酸根。At the same time, the free radical O generated by the nano-catalytic electrolysis anode reacts with ammonia to generate nitrate.
NH3 + O· —→ NO3 - + H2ONH 3 + O —→ NO 3 - + H 2 O
经过“纳米催化电解+混凝沉淀”后,水体氨氮的去除率达到大于95%以上,氮氮小于1.0mg/L ,合格率达到100%。After "nano-catalyzed electrolysis + coagulation and precipitation", the removal rate of ammonia nitrogen in the water body reaches more than 95%, nitrogen nitrogen is less than 1.0mg/L, and the pass rate reaches 100%.
、去除总氮的原理, The principle of total nitrogen removal
总氮包括氨氮、硝态氮(硝酸根或亚硝酸根)和有机氮。氨氮的去除机理前面已述。硝态氮的脱除机理是:纳米催化电解阴极产生的自由基H·与硝酸根在催化剂的反应,生成水和氮气。Total nitrogen includes ammonia nitrogen, nitrate nitrogen (nitrate or nitrite), and organic nitrogen. The removal mechanism of ammonia nitrogen has been described above. The removal mechanism of nitrate nitrogen is: the free radical H generated by nano-catalyzed electrolysis cathode reacts with nitrate in the catalyst to generate water and nitrogen.
NO2 - + O· —→ NO3 - NO 2 - + O —→ NO 3 -
NO3 - + H· —→ NO2 - + H2ONO 3 - + H —→ NO 2 - + H 2 O
NO2 - + H· —→ N2↑ + H2O (脱氮主反应)NO 2 - + H —→ N 2 ↑ + H 2 O (main denitrification reaction)
此外,有机氮是植物、土壤和肥料中与碳结合的含氮物质的总称。如蛋白质、氨基酸、酰胺、尿素、杂环化合物等。在纳米催化电解的作用下,经过开环断链,分解成氨态氮或者硝态氮。氨态氮或者硝态氮分别与Cl· 、O· 、OH·、H·等自由基反应生成氮气和水。In addition, organic nitrogen is an umbrella term for nitrogenous substances bound to carbon in plants, soils, and fertilizers. Such as protein, amino acid, amide, urea, heterocyclic compound, etc. Under the action of nano-catalyzed electrolysis, it decomposes into ammonia nitrogen or nitrate nitrogen through ring opening and chain breaking. Ammonia nitrogen or nitrate nitrogen react with free radicals such as Cl·, O·, OH·, H· respectively to generate nitrogen and water.
、去除总磷的原理, The principle of total phosphorus removal
生化后污水中的磷以有机磷、生物磷(磷元素以RNA和DNA的磷酸形式存在于生物体内的细胞中)和无机磷等多种形态存在。目前的除磷方法是向生化后的污水中加入三价铁盐或聚合铝,使污水中以磷酸根形态存在的无机磷以磷酸铁或磷酸铝的沉淀除去。而有机磷和生物磷由于没有以游离态的磷酸根形式存在,则不能形成磷酸盐沉淀去除。为了脱磷,往往混凝剂要成倍增加,不仅增加了药物消耗,也会产生大量污泥,导致成本较高,同时,除磷效果并不好。Phosphorus in biochemical sewage exists in various forms such as organic phosphorus, biological phosphorus (phosphorus exists in the cells of organisms in the form of RNA and DNA phosphate) and inorganic phosphorus. The current method of phosphorus removal is to add ferric salt or polyaluminum to the biochemical sewage, so that the inorganic phosphorus existing in the form of phosphate in the sewage is removed by the precipitation of iron phosphate or aluminum phosphate. However, since organic phosphorus and biological phosphorus do not exist in the form of free phosphate, they cannot be removed by phosphate precipitation. In order to dephosphorize, the coagulant is often doubled, which not only increases the consumption of drugs, but also produces a large amount of sludge, resulting in higher costs. At the same time, the effect of phosphorus removal is not good.
采用“NCE+混凝沉淀”工艺除磷时,因电解大量的微生物被大电流电击作用杀死,同时击穿细胞壁,使细胞液流出,构成RNA和DNA的磷酸被电解产生的自由基氧化成无机磷,进入混凝(絮凝)反应池,向反应池中加入5~20g/m3硫酸亚铁溶液和0.3~1g/m3助凝剂进行混凝(絮凝)反应。Fe2+与电解后未反应完全的Cl·、O·、OH·或Cl2反应生成Fe3+,Fe3+与PO43-反应生成磷酸铁沉淀除去污水的磷,与OH-反应生成Fe(OH)3沉淀进行絮凝(混凝)反应,通过吸附作用除去石油类、动植物油等有机物。絮凝(混凝)沉淀所述的除磷原理。When the "NCE + coagulation precipitation" process is used to remove phosphorus, a large number of microorganisms are killed by high-current electric shock due to electrolysis, and at the same time, the cell wall is broken down to make the cell fluid flow out, and the phosphoric acid that constitutes RNA and DNA is oxidized into inorganic by free radicals generated by electrolysis. Phosphorus enters the coagulation (flocculation) reaction tank, and 5-20g/m3 ferrous sulfate solution and 0.3-1g/m3 coagulant aid are added to the reaction tank for coagulation (flocculation) reaction. Fe2+ reacts with incompletely reacted Cl, O, OH or Cl2 after electrolysis to generate Fe3+, Fe3+ reacts with PO43- to form iron phosphate precipitation to remove phosphorus in sewage, and reacts with OH- to form Fe(OH)3 precipitation for flocculation ( Coagulation) reaction to remove organic matter such as petroleum, animal and vegetable oils through adsorption. Phosphorus removal principle described by flocculation (coagulation) sedimentation.
Fe2 + +Cl·—→ Fe3 ++Cl﹣ Fe 2 + +Cl —→ Fe 3 + +Cl ﹣
Fe2 + +OH·—→ Fe3 ++OH﹣Fe 2 + +OH·—→ Fe 3 + +OH﹣
Fe3++PO4 3-—→FePO4↓(除磷主反应)Fe 3+ +PO 4 3- —→ FePO 4 ↓ (main reaction for phosphorus removal)
Fe3++ 3OH﹣—→Fe(HO)3↓Fe 3+ + 3OH﹣—→Fe(HO) 3 ↓
此外,还会产生多电层效应。经过“纳米催化电解+混凝沉淀”后,水体总磷的去除率达到70~95%以上,总磷小于0.2mg/L ,合格率达到100%。In addition, the multi-electric layer effect will also occur. After "nano-catalyzed electrolysis + coagulation and precipitation", the removal rate of total phosphorus in the water body reaches more than 70-95%, the total phosphorus is less than 0.2mg/L, and the pass rate reaches 100%.
、灭菌的原理, The principle of sterilization
电解过程中会产生大量具有强氧化性的自由基,能快速杀灭水中的细菌等微生物和病毒,具有强大的杀菌消毒作用。其消毒作用主要通过以下作用实现。During the electrolysis process, a large number of strong oxidizing free radicals will be produced, which can quickly kill bacteria and other microorganisms and viruses in the water, and have a strong sterilization and disinfection effect. Its disinfection effect is mainly realized through the following functions.
(1)纳米材料本身就具有杀菌、消毒的功能(1) Nanomaterials themselves have the function of sterilization and disinfection
(2)电击效应(2) Shock effect
NCE在低电压、大电流作用下,电流直接击穿中水中微生物的细胞壁,导致微生物的死亡。 Under the action of low voltage and high current in NCE, the current directly breaks down the cell walls of microorganisms in reclaimed water, resulting in the death of microorganisms.
(3)夺取电子作用(3) Capturing the role of electrons
NCE在低电压、大电流作用下,夺取中水中的微生物自带的电子,使微生物失去电子而死亡。 Under the action of low voltage and high current, NCE captures the electrons of the microorganisms in the reclaimed water, causing the microorganisms to lose their electrons and die.
(4)自由基杀灭作用(4) Free radical killing effect
NCE在通电的情况下能产生化学活性很强的自由基,如·Cl、·H、·OH等。这些自由基能有效杀灭病毒、细菌及藻类的孢子,从而起到消毒的目的。NCE can generate chemically active free radicals such as ·Cl, ·H, ·OH, etc. under the condition of electrification. These free radicals can effectively kill the spores of viruses, bacteria and algae, thereby achieving the purpose of disinfection.
、增加溶解氧的原理, The principle of increasing dissolved oxygen
采用纳米催化电解技术处理污水时,电解水产生氧气,使处理后的再生水溶解氧大幅度增加,作为景观水或河道补充水可以增加水体的溶解氧,溶解氧含量在5mg/L以上,有效的治理黑臭水体。When nano-catalytic electrolysis technology is used to treat sewage, the electrolyzed water generates oxygen, which greatly increases the dissolved oxygen in the regenerated water after treatment. It can be used as landscape water or river supplementary water to increase the dissolved oxygen in the water body. The dissolved oxygen content is above 5mg/L, which is effective. Control black and odorous water bodies.
、脱色除臭的原理, The principle of decolorization and deodorization
电解过程产生的具有强氧化性的自由基可以快速降解水中有色、臭味物质的分子结构和,减少有色物质对水质色度的影响,消除臭味。经过“纳米催化电解+混凝沉淀”后,水体的色度小于10倍 ,合格率达到100%。The strong oxidizing free radicals produced by the electrolysis process can quickly degrade the molecular structure and molecular structure of colored and odorous substances in water, reduce the influence of colored substances on the chromaticity of water quality, and eliminate odors. After "nano-catalyzed electrolysis + coagulation precipitation", the chromaticity of the water body is less than 10 times, and the pass rate reaches 100%.
通过以上作用降低水体的COD、BOD、总氮、氨氮、动植油、石油类、阴离子表面活性剂浓度和色度,并经过几次循环,实现消除黑臭水体的目标。具体指标如下:Through the above functions, the COD, BOD, total nitrogen, ammonia nitrogen, animal and vegetable oil, petroleum, anionic surfactant concentration and chromaticity of the water body are reduced, and after several cycles, the goal of eliminating black and odorous water is achieved. The specific indicators are as follows:
感观:无臭无味澄清的液体Appearance: Odorless and tasteless clear liquid
pH: 6~9pH: 6~9
氨氮:<1.0mg/LAmmonia nitrogen: <1.0mg/L
出水总磷(TP):<0.2mg/LEffluent total phosphorus (TP): <0.2mg/L
出水溶解氧:≥5mg/LDissolved oxygen in effluent: ≥5mg/L
出水色度(稀释倍数):<10倍 。Water chroma (dilution factor): <10 times.
本发明和现有技术相比,具有如下优点:Compared with the prior art, the present invention has the following advantages:
1、治理工艺和设备简单1. The treatment process and equipment are simple
本发明的治理工艺只包括混凝沉淀或气浮和电解两个步骤,治理工艺简单。设备只有混凝沉淀池或气浮池和纳米催化电解机两个部分,设备简单。The treatment process of the invention only includes two steps of coagulation sedimentation or air flotation and electrolysis, and the treatment process is simple. The equipment only has two parts: coagulation sedimentation tank or air flotation tank and nano catalytic electrolysis machine, and the equipment is simple.
2、投资、运行成本较低;2. Low investment and operating costs;
3、适用范围广,无副作用,可针对黑臭水体处理也可以从黑臭水体源头进水进行处理;3. It has a wide range of applications and no side effects. It can be used for the treatment of black and odorous water bodies or from the source of black and odorous water bodies;
4、通过电解水产生氧气,使水体中的溶解氧大于5mg/L以上。能够有效提高黑臭水体的溶解氧,有效抑制藻类的生长;4. Oxygen is generated by electrolyzing water, so that the dissolved oxygen in the water is greater than 5mg/L. It can effectively increase the dissolved oxygen in black and odorous water, and effectively inhibit the growth of algae;
5、去除有机物的同时,去除总磷和色度5. While removing organic matter, remove total phosphorus and chroma
通过混凝沉淀或气浮和电解,不仅可以去水体中的COD、BOD,氨氮、还可以去除总磷和色度,较大的改善水体水质。Through coagulation sedimentation or air flotation and electrolysis, not only COD, BOD, ammonia nitrogen in the water body can be removed, but also total phosphorus and color can be removed, and the water quality of the water body can be greatly improved.
附图说明Description of drawings
图1为混凝电解治理黑臭水体工艺流程图(电解在后);Figure 1 is a process flow chart of coagulation electrolysis treatment of black and odorous water (electrolysis follows);
图2为混凝电解治理黑臭水体装置的示意图(电解机在后);Figure 2 is a schematic diagram of the coagulation electrolysis device for treating black and odorous water (the electrolysis machine is behind);
图3为混凝电解治理黑臭水体工艺流程图(电解在前);Figure 3 is a flow chart of coagulation and electrolysis treatment of black and odorous water (electrolysis first);
图4为混凝电解治理黑臭水体装置的示意图(电解机在前);Figure 4 is a schematic diagram of a coagulation electrolysis treatment device for black and odorous water (the electrolysis machine is in front);
图5为具有氧化池的混凝电解治理黑臭水体工艺流程图(电解在后);Fig. 5 is a flow chart of coagulation and electrolysis treatment of black and odorous water with an oxidation tank (electrolysis follows);
图6为具有氧化池的混凝电解治理黑臭水体装置示意图(电解在前);Figure 6 is a schematic diagram of a coagulation electrolysis device for treating black and odorous water with an oxidation tank (electrolysis is in front);
图7为混凝电解治理黑臭水体装置的安装示意图。Fig. 7 is a schematic diagram of the installation of the coagulation electrolysis treatment device for black and odorous water.
具体实施方式Detailed ways
下面参照图说明本发明的具体实施方式。Specific embodiments of the present invention will be described below with reference to the drawings.
实施例一Embodiment one
参照图1和图2,某黑臭水体的治理实施例,黑臭水体的治理装置依次由混凝反应池1、高效沉淀池2、纳米催化电解机3和污泥脱水机4构成,其中,混凝反应池1可以和高效沉淀池2组成一个混凝沉淀一体机12。用橡胶坝将黑臭水体分隔成若干段水体,在一段水体的下流安装取水泵11,将黑臭水泵至混凝反应池1中,进行混凝反应后、进入高效沉淀池2中进行固液分离,上清水流入纳米催化电解机3电解,电解后排入该段水体上游;高效沉淀池2下部经固液分离后污泥经过污泥泵41泵入污泥脱水机4经过脱水成泥块。采用以上装置按以下步骤治理黑臭水体:Referring to Fig. 1 and Fig. 2, the treatment embodiment of a black and odorous water body, the treatment device of the black and odorous water body is composed of a coagulation reaction tank 1, a high-efficiency sedimentation tank 2, a nano-catalyzed electrolysis machine 3 and a sludge dehydrator 4 in sequence, wherein, The coagulation reaction tank 1 can form a coagulation and sedimentation integrated machine 12 with the high-efficiency sedimentation tank 2 . Use a rubber dam to separate the black and odorous water body into several sections of water, install a water intake pump 11 downstream of a section of the water body, pump the black and odorous water into the coagulation reaction tank 1, and after coagulation reaction, enter the high-efficiency sedimentation tank 2 for solid-liquid Separation, the supernatant water flows into the nano catalytic electrolysis machine 3 for electrolysis, and after electrolysis, it is discharged into the upstream of the water body; after the solid-liquid separation in the lower part of the high-efficiency sedimentation tank 2, the sludge is pumped into the sludge dehydrator 4 through the sludge pump 41 and dehydrated into mud blocks . Use the above device to treat black and odorous water according to the following steps:
(1)截流分段:将黑臭水体用橡胶坝分段或分区成一段、一段的若干水体,用取水泵11从黑臭水体的下游取水,送至混凝反应池1;每段水体10000m3,水体长度2000米;(1) Sectional interception: the black and odorous water body is segmented or divided into several water bodies by rubber dams, and water is taken from the downstream of the black and odorous water body by the water intake pump 11, and sent to the coagulation reaction tank 1; each section of water body is 10000m 3 , the length of the water body is 2000 meters;
(2)混凝沉淀:经步骤(1)泵取的黑臭水至混凝反应池1中进入混凝反应,混凝反应的条件是搅拌机的转速为55转/分,混凝剂PAC的加入量为40mg/L,助凝剂PAM的加入量为0.5mg/L,反应时间15分钟;(2) Coagulation and sedimentation: The black and odorous water pumped through step (1) enters the coagulation reaction in the coagulation reaction tank 1. The condition of the coagulation reaction is that the speed of the mixer is 55 rpm, and the coagulant PAC The addition amount is 40mg/L, the addition amount of coagulant PAM is 0.5mg/L, and the reaction time is 15 minutes;
(3)电解:经步骤(2)混凝沉淀所得澄清液进入纳米催化电解机3,电解的工作电压为30V,两电极间的电压为1.1V,电流密度为350mA/cm2, 水在纳米催化电解机3中的停留时间为8s;电解后流入黑臭水体的上游,经过三次循环后,水质得到显著改善,黑臭消除,水生态逐步恢复。(3) Electrolysis: The clarified liquid obtained by coagulation and precipitation in step (2) enters the nano catalytic electrolysis machine 3, the working voltage of the electrolysis is 30V, the voltage between the two electrodes is 1.1V, the current density is 350mA/cm 2 , the water in the nano The residence time in the catalytic electrolysis machine 3 is 8s; after electrolysis, it flows into the upstream of the black and odorous water body. After three cycles, the water quality is significantly improved, the black odor is eliminated, and the water ecology is gradually restored.
所述治理前后黑臭水体水质指标如表1。The water quality indicators of the black and odorous water body before and after the treatment are shown in Table 1.
表1、某黑臭水体治理前后的水质指标Table 1. Water quality indicators before and after treatment of a black and odorous water body
实施例二Embodiment two
参照图1和图2,某黑臭水体的治理实施例,黑臭水体的治理装置由依次混凝反应池1、浅层气浮池2、纳米催化电解机3和污泥脱水机4构成。用橡胶坝将黑臭水体分隔成若干段水体,在一段水体的下流安装取水泵11,将黑臭水泵至混凝反应池1中,进行混凝反应后、进入气浮池2中进行固液分离,上清水流入电解机3电解,电解后排入该段水体上游;浅层气浮池2上部经固液分离后污泥经过污泥泵41泵入污泥脱水机4经过脱水成泥块。混凝反应的条件是混凝搅拌机的转速为60转/分,混凝剂PAC的加入量为80mg/L,助凝剂PAM的加入量为1mg/L;电解时相邻两极板间的电压为1.2V,电流密度为600mA/cm2。Referring to Fig. 1 and Fig. 2, an embodiment of treatment of a certain black and odorous water body, the treatment device of black and odorous water body is composed of sequential coagulation reaction tank 1, shallow air flotation tank 2, nano catalytic electrolysis machine 3 and sludge dewatering machine 4. Use a rubber dam to divide the black and odorous water body into several sections of water, install a water intake pump 11 downstream of a section of the water body, pump the black and odorous water into the coagulation reaction tank 1, and after the coagulation reaction, enter the air flotation tank 2 for solid-liquid separation , the supernatant water flows into the electrolysis machine 3 for electrolysis, and after electrolysis, it is discharged into the upstream of the water body; the upper part of the shallow air flotation tank 2 is separated from solid and liquid, and the sludge is pumped into the sludge dehydrator 4 through the sludge pump 41 and dehydrated into mud. The conditions of the coagulation reaction are that the rotation speed of the coagulation mixer is 60 rpm, the addition amount of the coagulant PAC is 80 mg/L, and the addition amount of the coagulation aid PAM is 1 mg/L; the voltage between the adjacent two plates during electrolysis It is 1.2V, and the current density is 600mA/cm 2 .
经过三次循环后,水质得到显著改善,黑臭消除,水生态逐步恢复。After three cycles, the water quality has been significantly improved, the black odor has been eliminated, and the water ecology has gradually recovered.
所述治理前后黑臭水体水质指标如表2。The water quality indicators of the black and odorous water body before and after the treatment are shown in Table 2.
表2、某黑臭水体治理前后的水质指标Table 2. Water quality indicators before and after treatment of a black and odorous water body
实施例三Embodiment three
参照图3、图4和图7,某黑臭水体的治理实施例,黑臭水体的治理装置依次由纳米催化电解机1、混凝反应池2、高效沉淀池3、和污泥脱水机4构成。混凝反应池1和高效沉淀池2组成一个混凝沉淀一体机23。用橡胶坝将黑臭水体分隔成若干段水体,在一段水体的下流安装取水泵11,将黑臭水泵至纳米催化电解机1,电解后进入混凝反应池2中,进行混凝反应后、进入高效沉淀池3中进行固液分离,上清水排入该段水体上游;高效沉淀池3下部经固液分离后污泥经过污泥泵41泵入污泥脱水机4经过脱水成泥块。Referring to Fig. 3, Fig. 4 and Fig. 7, an embodiment of the treatment of a certain black and odorous water body, the treatment device of the black and odorous water body consists of a nano-catalyzed electrolysis machine 1, a coagulation reaction tank 2, a high-efficiency sedimentation tank 3, and a sludge dehydrator 4 constitute. The coagulation reaction tank 1 and the high-efficiency sedimentation tank 2 form a coagulation and sedimentation integrated machine 23 . Use a rubber dam to separate the black and odorous water body into several sections of water bodies, install a water intake pump 11 downstream of a section of the water body, pump the black and odorous water to the nano-catalyzed electrolysis machine 1, enter the coagulation reaction tank 2 after electrolysis, and carry out the coagulation reaction. Enter the high-efficiency sedimentation tank 3 for solid-liquid separation, and the supernatant water is discharged into the upstream of the water body; the sludge in the lower part of the high-efficiency sedimentation tank 3 is separated from the solid and liquid, and the sludge is pumped into the sludge dehydrator 4 by the sludge pump 41 and dehydrated into mud.
电解时相邻两极板间的电压为1.6V,电流密度为500mA/cm2。混凝反应的条件是混凝搅拌机的转速为60转/分,混凝剂硫酸亚铁的加入量为15mg/L,助凝剂PAM的加入量为0.3mg/L;During electrolysis, the voltage between two adjacent plates is 1.6V, and the current density is 500mA/cm 2 . The condition of the coagulation reaction is that the rotating speed of the coagulation mixer is 60 rpm, the addition of the coagulant ferrous sulfate is 15 mg/L, and the addition of the coagulant PAM is 0.3 mg/L;
经过三次循环后,水质得到显著改善,黑臭消除,水生态逐步恢复。After three cycles, the water quality has been significantly improved, the black odor has been eliminated, and the water ecology has gradually recovered.
所述治理前后黑臭水体水质指标如表3。The water quality indicators of the black and odorous water body before and after the treatment are shown in Table 3.
表3、某黑臭水体治理前后的水质指标Table 3. Water quality indicators before and after treatment of a black and odorous water body
实施例四Embodiment four
参照图3和图4,某黑臭水体的治理实施例,黑臭水体的治理装置依次由纳米催化电解机1、混凝反应池2、溶气气浮池3、和污泥脱水机4构成。用橡胶坝将黑臭水体分隔成若干段水体,在一段水体的下流安装取水泵11,将黑臭水泵至纳米催化电解机1,电解后进入混凝反应池2中,进行混凝反应后、进入溶气气浮池3中进行固液分离,下清水排入该段水体上游;溶气气浮池3经固液分离后污泥经过污泥泵泵入污泥脱水机4经过脱水成泥块。Referring to Fig. 3 and Fig. 4, an embodiment of treatment of a black and odorous water body, the treatment device of the black and odorous water body consists of a nano-catalyzed electrolysis machine 1, a coagulation reaction tank 2, a dissolved air flotation tank 3, and a sludge dehydrator 4. Use a rubber dam to separate the black and odorous water into several sections of water, install a water intake pump 11 downstream of a section of the water, pump the black and odorous water to the nanocatalytic electrolysis machine 1, enter the coagulation reaction tank 2 after electrolysis, and carry out the coagulation reaction. Enter the dissolved air flotation tank 3 for solid-liquid separation, and the lower clear water is discharged into the upstream of this section of water body; after the solid-liquid separation in the dissolved air flotation tank 3, the sludge is pumped into the sludge dehydrator 4 through the sludge pump and dehydrated into mud.
电解时相邻两极板间的电压为2.3V,电流密度为300mA/cm2。混凝反应的条件是混凝搅拌机的转速为60转/分,混凝剂硫酸亚铁的加入量为25mg/L,助凝剂PAM的加入量为0.5mg/L;During electrolysis, the voltage between two adjacent plates is 2.3V, and the current density is 300mA/cm 2 . The condition of the coagulation reaction is that the rotating speed of the coagulation mixer is 60 rpm, the addition of the coagulant ferrous sulfate is 25 mg/L, and the addition of the coagulant PAM is 0.5 mg/L;
经过三次循环后,水质得到显著改善,黑臭消除,水生态逐步恢复。After three cycles, the water quality has been significantly improved, the black odor has been eliminated, and the water ecology has gradually recovered.
所述治理前后黑臭水体水质指标如表4。The water quality indicators of the black and odorous water body before and after the treatment are shown in Table 4.
表4、某黑臭水体治理前后的水质指标Table 4. Water quality indicators before and after treatment of a black and odorous water body
实施例五Embodiment five
参照图5,某黑臭水体的治理实施例,黑臭水体的治理装置依次由氧化池1、电解机2、混凝反应罐3、斜管沉淀池4和污泥脱水机5构成。用橡胶坝将黑臭水体分隔成若干段水体,在一段水体的下流安装取水泵11,将黑臭水泵至氧化池1,加入纳米催化电解液氧化20分钟后,进入电解机2,电解后进入混凝罐3中,进行混凝反应后、进入斜管沉淀池4中进行固液分离,上清水排入该段水体上游;斜管沉淀池4经固液分离后污泥经过污泥泵51泵入污泥脱水机5经过脱水成泥块。Referring to Fig. 5 , an embodiment of treatment of a black and odorous water body, the treatment device of the black and odorous water body consists of an oxidation tank 1, an electrolysis machine 2, a coagulation reaction tank 3, an inclined tube sedimentation tank 4 and a sludge dewatering machine 5. Use a rubber dam to separate the black and odorous water body into several sections of water, install a water intake pump 11 downstream of a section of the water body, pump the black and odorous water to the oxidation pool 1, add nano-catalyzed electrolyte to oxidize for 20 minutes, enter the electrolysis machine 2, and enter after electrolysis In the coagulation tank 3, after the coagulation reaction, it enters the inclined tube sedimentation tank 4 for solid-liquid separation, and the supernatant water is discharged into the upstream of the water body; after the solid-liquid separation in the inclined tube sedimentation tank 4, the sludge passes through the sludge pump 51 Pump into sludge dewatering machine 5 and become mud block through dehydration.
电解机2的电极板为普通钛电极,电解时相邻两极板间的电压为7V,工作电压为120V,电流密度为100mA/cm2。混凝反应的条件是混凝搅拌机的转速为60转/分,混凝剂硫酸亚铁的加入量为20mg/L,助凝剂PAM的加入量为1mg/L,因为该黑臭水体pH较小,加入混凝剂的同时加入碳酸钠调节pH到7。The electrode plates of the electrolysis machine 2 are ordinary titanium electrodes. During electrolysis, the voltage between two adjacent plates is 7V, the working voltage is 120V, and the current density is 100mA/cm 2 . The condition of the coagulation reaction is that the rotating speed of the coagulation mixer is 60 rpm, the addition of the coagulant ferrous sulfate is 20 mg/L, and the addition of the coagulant PAM is 1 mg/L, because the pH of the black and odorous water body is relatively high. Small, while adding coagulant, add sodium carbonate to adjust the pH to 7.
经过三次循环后,水质得到显著改善,黑臭消除,水生态逐步恢复。After three cycles, the water quality has been significantly improved, the black odor has been eliminated, and the water ecology has gradually recovered.
所述治理前后黑臭水体水质指标如表5。The water quality indicators of the black and odorous water body before and after the treatment are shown in Table 5.
表5、某黑臭水体治理前后的水质指标Table 5. Water quality indicators before and after treatment of a black and odorous water body
实施例六Embodiment six
参照图5,某黑臭水体的治理实施例,黑臭水体的治理装置依次由氧化池1、电解机2、混凝反应罐3、高效沉淀池4、和污泥脱水机5构成。用橡胶坝将黑臭水体分隔成若干段水体,在一段水体的下流安装取水泵11,将黑臭水泵至氧化池1,加入次氯酸钠或双氧水氧化剂氧化20分钟后,进入电解机2,电解后进入混凝罐3中,进行混凝反应后、进入高效沉淀池4中进行固液分离,上清水排入该段水体上游;高效沉淀池4经固液分离后污泥经过污泥泵52泵入污泥脱水机5经过脱水成泥块。Referring to Fig. 5 , an embodiment of treatment of a black and odorous water body, the treatment device of the black and odorous water body consists of an oxidation tank 1, an electrolysis machine 2, a coagulation reaction tank 3, a high-efficiency sedimentation tank 4, and a sludge dewatering machine 5. Use a rubber dam to separate the black and odorous water into several sections of water, install a water intake pump 11 downstream of a section of the water, pump the black and odorous water to the oxidation pool 1, add sodium hypochlorite or hydrogen peroxide oxidant to oxidize for 20 minutes, enter the electrolysis machine 2, and enter after electrolysis In the coagulation tank 3, after the coagulation reaction, it enters the high-efficiency sedimentation tank 4 for solid-liquid separation, and the supernatant water is discharged into the upstream of the water body; after the solid-liquid separation of the high-efficiency sedimentation tank 4, the sludge is pumped into Sludge dewatering machine 5 is dehydrated into sludge.
电解机的电极板为石墨电极,电解时相邻两极板间的电压为10V,工作电压为能380V,电流密度为10mA/cm2。混凝反应的条件是混凝搅拌机的转速为60转/分,混凝剂硫酸亚铁的加入量为20mg/L,助凝剂PAM的加入量为1mg/L,因为该黑臭水体pH为5.6,加入混凝剂的同时加入氢氧化钠溶液调节pH到7。The electrode plates of the electrolysis machine are graphite electrodes. During electrolysis, the voltage between two adjacent plates is 10V, the working voltage is 380V, and the current density is 10mA/cm 2 . The condition of the coagulation reaction is that the rotating speed of the coagulation mixer is 60 rpm, the addition of the coagulant ferrous sulfate is 20 mg/L, and the addition of the coagulant PAM is 1 mg/L, because the pH of the black and odorous water is 5.6, while adding the coagulant, add sodium hydroxide solution to adjust the pH to 7.
经过三次循环后,水质得到显著改善,黑臭消除,水生态逐步恢复。After three cycles, the water quality has been significantly improved, the black odor has been eliminated, and the water ecology has gradually recovered.
所述治理前后黑臭水体水质指标如表6。The water quality indicators of the black and odorous water body before and after the treatment are shown in Table 6.
表6、某黑臭水体治理前后的水质指标Table 6. Water quality indicators before and after treatment of a black and odorous water body
实施例七Embodiment seven
参照图6,某黑臭水体的治理实施例,黑臭水体的治理装置依次由纳米催化电解机1、氧化池2、混凝反应池3、高效沉淀池4和污泥脱水机5构成。用橡胶坝将黑臭水体分隔成若干段水体,在一段水体的下流安装取水泵11,将黑臭水泵至纳米催化电解机1电解,电解后排入氧化池2中,进行氧化反应后、进入混凝反应池中,混凝后再进入高效沉淀池4中进行固液分离,高效沉淀池4下部经固液分离后污泥经过污泥泵51泵入污泥脱水机5经过脱水成泥块。Referring to Fig. 6 , an embodiment of treatment of a black and odorous water body, the treatment device of the black and odorous water body is composed of a nano-catalyzed electrolysis machine 1, an oxidation tank 2, a coagulation reaction tank 3, a high-efficiency sedimentation tank 4 and a sludge dewatering machine 5. Use a rubber dam to separate the black and odorous water body into several sections of water, install a water intake pump 11 downstream of a section of the water body, pump the black and odorous water to the nano-catalyzed electrolysis machine 1 for electrolysis, and discharge it into the oxidation pool 2 after electrolysis. After the oxidation reaction, enter In the coagulation reaction tank, after coagulation, it enters the high-efficiency sedimentation tank 4 for solid-liquid separation. After the solid-liquid separation in the lower part of the high-efficiency sedimentation tank 4, the sludge is pumped into the sludge dehydrator 5 through the sludge pump 51 and dehydrated into mud blocks. .
治理前后黑臭水体水质指标如表7。The water quality indicators of black and odorous water bodies before and after treatment are shown in Table 7.
表7、某黑臭水体治理前后的水质指标Table 7. Water quality indicators before and after treatment of a black and odorous water body
实施例八Embodiment Eight
参照图6,某黑臭水体的治理实施例,黑臭水体的治理装置依次由纳米催化电解机1、氧化池2、混凝反应池3、斜管沉淀池4和污泥脱水机5构成。用橡胶坝将黑臭水体分隔成若干段水体,在一段水体的下流安装取水泵11,将黑臭水泵至纳米催化电解机1电解,电解后排入氧化池2中,进行氧化反应后、进入混凝反应池中,混凝后再进入斜管沉淀池4中进行固液分离,斜管沉淀池4下部经固液分离后污泥经过污泥泵泵入污泥脱水机5经过脱水成泥块。Referring to Fig. 6 , an embodiment of treatment of a black and odorous water body, the treatment device of the black and odorous water body consists of a nano-catalyzed electrolysis machine 1, an oxidation tank 2, a coagulation reaction tank 3, an inclined tube sedimentation tank 4 and a sludge dehydrator 5. Use a rubber dam to separate the black and odorous water body into several sections of water, install a water intake pump 11 downstream of a section of the water body, pump the black and odorous water to the nano-catalyzed electrolysis machine 1 for electrolysis, and discharge it into the oxidation pool 2 after electrolysis. After the oxidation reaction, enter In the coagulation reaction tank, after coagulation, it enters the inclined tube sedimentation tank 4 for solid-liquid separation. After the solid-liquid separation in the lower part of the inclined tube sedimentation tank 4, the sludge is pumped into the sludge dewaterer 5 through the sludge pump and dehydrated into sludge. piece.
所述治理前后黑臭水体水质指标如表8。The water quality indicators of the black and odorous water body before and after the treatment are shown in Table 8.
表8、某黑臭水体治理前后的水质指标Table 8. Water quality indicators before and after treatment of a black and odorous water body
实施例九Embodiment nine
参照图1和图2,某黑臭水体的治理实施例,黑臭水体的治理装置由依次混凝反应池1、高效沉淀池2、纳米催化电解机3和污泥脱水机4构成。用橡胶坝将黑臭水体分隔成若干段水体,在一段水体的下流安装取水泵11,将黑臭水泵至混凝反应池1中,进行混凝反应后、进入高效沉淀池2中进行固液分离,上清水流入纳米催化电解机3电解,电解后排入该段水体上游;高效沉淀池2下部经固液分离后污泥经过污泥泵泵入污泥脱水机4经过脱水成泥块。采用以上装置按以下步骤治理黑臭水体:Referring to Fig. 1 and Fig. 2, an embodiment of the treatment of a certain black and odorous water body, the treatment device of the black and odorous water body is composed of a sequential coagulation reaction tank 1, a high-efficiency sedimentation tank 2, a nano-catalytic electrolysis machine 3 and a sludge dewatering machine 4. Use a rubber dam to separate the black and odorous water body into several sections of water, install a water intake pump 11 downstream of a section of the water body, pump the black and odorous water into the coagulation reaction tank 1, and after the coagulation reaction, enter the high-efficiency sedimentation tank 2 for solid-liquid Separation, the supernatant water flows into the nano catalytic electrolysis machine 3 for electrolysis, and after electrolysis, it is discharged into the upstream of the water body; after the solid-liquid separation in the lower part of the high-efficiency sedimentation tank 2, the sludge is pumped into the sludge dehydrator 4 through the sludge pump and dehydrated into mud lumps. Use the above device to treat black and odorous water according to the following steps:
(1)截流分段:将黑臭水体用橡胶坝分段或分区成一段、一段的若干水体,用取水泵11从黑臭水体的下游取水,泵至混凝反应池1,测定其pH为5.6,属于酸性水体;每段水体40000m3,水体长度2000米;(1) Sectional interception: use rubber dams to divide the black and odorous water body into sections or partitions into several water bodies, use the water intake pump 11 to draw water from the downstream of the black and odorous water body, pump it to the coagulation reaction tank 1, and measure its pH as 5.6, belongs to acidic water body; each section of water body is 40,000m 3 , and the length of water body is 2,000 meters;
(2)混凝沉淀:经步骤(1)泵取的黑臭水至混凝反应池1中进行混凝反应,并用5%的氢氧化钠溶液调节pH为7.0~7.1,将搅拌机的转速调节至50转/分,按25mg/L加入混凝剂硫酸铁和PAC1:1的混合物,按0.5mg/L加入PAM,反应10分钟;(2) Coagulation and sedimentation: The black and odorous water pumped in step (1) is sent to the coagulation reaction tank 1 for coagulation reaction, and the pH is adjusted to 7.0-7.1 with 5% sodium hydroxide solution, and the speed of the mixer is adjusted To 50 rpm, add a mixture of coagulant ferric sulfate and PAC1:1 at 25mg/L, add PAM at 0.5mg/L, and react for 10 minutes;
(3)电解:经步骤(2)混凝沉淀或气浮所得澄清液进入电解机,电解的工作电压为23V,两电极间的电压为1.2V,电流密度为450mA/cm2, 水在电解机中的停留时间为6s;电解后流入黑臭水体的上游,经过三次循环后,水质得到显著改善,黑臭消除,水生态逐步恢复。(3) Electrolysis: The clarified liquid obtained by coagulation precipitation or air flotation in step (2) enters the electrolysis machine. The working voltage of the electrolysis is 23V, the voltage between the two electrodes is 1.2V, and the current density is 450mA/cm 2 . The residence time in the machine is 6s; after electrolysis, it flows into the upstream of the black and odorous water body. After three cycles, the water quality is significantly improved, the black odor is eliminated, and the water ecology is gradually restored.
所述治理前后黑臭水体水质指标如表9。The water quality indicators of the black and odorous water body before and after the treatment are shown in Table 9.
表9、某黑臭水体治理前后的水质指标Table 9. Water quality indicators before and after treatment of a black and odorous water body
上述仅为本发明的具体实施方式,但本发明的设计构思并不局限于此,凡利用此构思对本发明进行非实质性的改动,均应属于侵犯本发明保护范围的行为。The above is only a specific embodiment of the present invention, but the design concept of the present invention is not limited thereto, and any non-substantial changes made to the present invention by using this concept should be an act of violating the protection scope of the present invention.
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