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CN106836114A - Administering method for eliminating rural area type black and odorous water - Google Patents

Administering method for eliminating rural area type black and odorous water Download PDF

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CN106836114A
CN106836114A CN201710015040.7A CN201710015040A CN106836114A CN 106836114 A CN106836114 A CN 106836114A CN 201710015040 A CN201710015040 A CN 201710015040A CN 106836114 A CN106836114 A CN 106836114A
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CN106836114B (en
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庄绪亮
徐圣君
吴尚华
王睿
姜参参
冯书耕
庄国强
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/02Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/32Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/34Biological treatment of water, waste water, or sewage characterised by the microorganisms used
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/001Upstream control, i.e. monitoring for predictive control
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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Abstract

本发明公开了一种用于消除农村型黑臭水体的治理方法包括将流域划分为若干个控制单元;计算各个控制单元的入河负荷量、河道内源和流域的入河负荷总量、河道内源总量,其中,所述入河负荷量包括入河工业点源负荷量和入河农业面源负荷量之和;计算各个控制单元的水环境容量和流域的水环境总容量;计算各个控制单元的污染负荷拟定削减量和流域的污染负荷拟定削减总量;实施控源减排工程;实施流域智慧水务运行管理与保障工程。本发明以典型农村区域工业点源、农业面源、河道内源污染为核心要素,以最小的经济投入分别实施控源截污、农业综合防控与河流生态系统构建工程,实现区域水体黑臭消除与现代工、农业协调发展。The invention discloses a treatment method for eliminating rural black and odorous water bodies, which includes dividing the watershed into several control units; The total amount of internal sources, wherein, the river-inflow load includes the sum of the river-inflow industrial point source load and the river-inflow agricultural non-point source load; calculate the water environment capacity of each control unit and the total water environment capacity of the river basin; calculate each Control the planned reduction of the pollution load of the unit and the total reduction of the pollution load of the river basin; implement the source control and emission reduction project; implement the smart water operation management and guarantee project of the river basin. The present invention takes industrial point sources, agricultural non-point sources, and river channel internal source pollution as the core elements in typical rural areas, respectively implements source control and pollution interception, agricultural comprehensive prevention and control, and river ecosystem construction projects with the smallest economic investment, so as to realize black and odorous regional water bodies Elimination and coordinated development of modern industry and agriculture.

Description

用于消除农村型黑臭水体的治理方法Treatment method for eliminating black and odorous water bodies in rural areas

技术领域technical field

本发明涉及水污染治理与农村生态治理技术领域,具体涉及一种用于消除农村区域黑臭水体的治理方法。The invention relates to the technical field of water pollution treatment and rural ecological treatment, in particular to a treatment method for eliminating black and odorous water bodies in rural areas.

背景技术Background technique

过去30年,我国集约化农业生产模式在利用占世界9%耕地成功解决了占世界总人口20%的13亿国人的吃饭问题,到2013年实现粮食产量“十连增”辉煌的同时,也付出了高昂的代价:这30年间,化肥、农药用量递升,牲畜粪便、秸秆等废弃物剧增,已造成农村和农田的广泛面源污染和土壤肥力下降等严重问题。根据2010年第一次全国污染源普查结果,农业污染源排放的化学需氧量(COD)占全国排放总量的43.7%(1324万吨);农田排放的氮、磷分别占总量的57.2%和67.4%(270万吨和28万吨);重金属排放主要集中在铜2452吨、锌4862吨。这些面源污染物通过地表径流与地下渗漏的方式进入水体环境,是水体富营养化与地下水污染的最主要的污染源。与此同时,随着城市发展过程中部分工业企业外迁到农村区域,在农村区域形成农业面源与工业点源共同污染区域水体的局面,水体黑臭状况同样突出。In the past 30 years, my country's intensive agricultural production model has successfully solved the food problem of 1.3 billion people accounting for 20% of the world's total population by utilizing 9% of the world's arable land. A high price has been paid: in the past 30 years, the use of chemical fertilizers and pesticides has increased, and waste such as livestock manure and straw has increased sharply, which has caused serious problems such as widespread non-point source pollution in rural areas and farmland and decreased soil fertility. According to the results of the first national survey of pollution sources in 2010, the chemical oxygen demand (COD) emitted by agricultural pollution sources accounted for 43.7% (13.24 million tons) of the national total; nitrogen and phosphorus discharged from farmland accounted for 57.2% and 67.4% (2.7 million tons and 280,000 tons); heavy metal emissions are mainly concentrated in 2452 tons of copper and 4862 tons of zinc. These non-point source pollutants enter the water body environment through surface runoff and underground seepage, and are the most important sources of water body eutrophication and groundwater pollution. At the same time, with the relocation of some industrial enterprises to rural areas in the process of urban development, a situation in which agricultural non-point sources and industrial point sources jointly pollute regional water bodies has formed in rural areas, and the situation of black and odorous water bodies is also prominent.

发明内容Contents of the invention

有鉴于此,本发明的目的在于提出一种用于消除农村型黑臭水体的治理方法,以消除黑臭水体。In view of this, the purpose of the present invention is to propose a treatment method for eliminating black and odorous water bodies in rural areas, so as to eliminate black and odorous water bodies.

基于上述目的,本发明提供的用于消除农村型黑臭水体的治理方法包括以下步骤:Based on the above-mentioned purpose, the treatment method for eliminating rural black and odorous water bodies provided by the invention comprises the following steps:

将流域划分为若干个控制单元;Divide the watershed into several control units;

计算各个控制单元的入河负荷量、河道内源和流域的入河负荷总量、河道内源总量,其中,所述入河负荷量包括入河工业点源负荷量和入河农业面源负荷量之和;Calculate the river inflow load of each control unit, the total inflow load of the river channel and the watershed, and the total inflow source of the river channel, wherein the river inflow load includes the industrial point source load and the agricultural non-point source sum of loads;

计算各个控制单元的水环境容量和流域的水环境总容量;Calculate the water environment capacity of each control unit and the total water environment capacity of the watershed;

计算各个控制单元的污染负荷拟定削减量和流域的污染负荷拟定削减总量;Calculate the proposed reduction of pollution load of each control unit and the total amount of proposed reduction of pollution load of the watershed;

实施控源减排工程;Implement source control and emission reduction projects;

实施流域智慧水务运行管理与保障工程;Implement watershed smart water operation management and guarantee projects;

通过以上步骤实现水体的化学需氧量、氨氮、溶解氧和河流流量的指标达标。Through the above steps, the indicators of chemical oxygen demand, ammonia nitrogen, dissolved oxygen and river flow of the water body are up to standard.

在本发明的一些实施例中,所述控源减排工程是以流域污染总量消减方案为核心,分别从工业点源、农业面源、河道内源三个方面实施实现控源减排措施,实施工业点源控制工程、农业面源综合控制工程、河道淤泥无害化与资源化处置工程。In some embodiments of the present invention, the source control and emission reduction project is based on the reduction plan of the total amount of pollution in the river basin, and implements source control and emission reduction measures from three aspects: industrial point sources, agricultural non-point sources, and river channel internal sources. , implement industrial point source control projects, agricultural non-point source comprehensive control projects, and river silt harmless and resourceful disposal projects.

在本发明的一些实施例中,所述将流域划分为若干个控制单元的步骤包括:In some embodiments of the present invention, the step of dividing the watershed into several control units includes:

根据流域管理主体、水系结构、污染源分布和产流汇流过程,确定影响河流水质的污染源分布区域,将污染源分布区域划分为若干个控制单元。According to the main body of watershed management, water system structure, distribution of pollution sources, and the process of flow generation and confluence, determine the distribution area of pollution sources that affect the water quality of the river, and divide the distribution area of pollution sources into several control units.

在本发明的一些实施例中,所述计算各个控制单元的水环境容量和流域的水环境总容量的步骤中,采用模型估算方法计算各个控制单元的水环境容量,计算方法如下:In some embodiments of the present invention, in the step of calculating the water environment capacity of each control unit and the total water environment capacity of the watershed, a model estimation method is used to calculate the water environment capacity of each control unit, and the calculation method is as follows:

其中,Cs为水质目标,C0为断面起始浓度,C0为河流流量,u为平均流速,K为综合降解系数,x为第m个污染源距控制断面的距离,qm为第m个污染源的流量。一般地,NH3-N降解系数为0.5,COD降解系数为0.3。Among them, C s is the water quality target, C 0 is the initial concentration of the section, C 0 is the river flow, u is the average flow velocity, K is the comprehensive degradation coefficient, x is the distance from the mth pollution source to the control section, q m is the mth pollution source flow of pollution sources. Generally, the NH 3 -N degradation coefficient is 0.5, and the COD degradation coefficient is 0.3.

在本发明的一些实施例中,在所述计算各个控制单元的污染负荷拟定削减量和流域的污染负荷拟定削减总量的步骤中,通过各个控制单元的污染负荷总量减去各个控制单元的水环境容量得到各个控制单元的污染负荷拟定削减量。In some embodiments of the present invention, in the step of calculating the proposed reduction of pollution load of each control unit and the proposed total reduction of pollution load of the watershed, the total amount of pollution load of each control unit is subtracted by the total amount of pollution load of each control unit The capacity of the water environment is obtained by the planned reduction of the pollution load of each control unit.

在本发明的一些实施例中,在所述计算各个控制单元的污染负荷拟定削减量和流域的污染负荷拟定削减总量的步骤中,将计算得到的污染负荷拟定削减总量乘以安全系数,作为最终的污染负荷拟定削减总量,所述安全系统为115-120%。In some embodiments of the present invention, in the step of calculating the planned reduction of pollution load of each control unit and the planned total reduction of pollution load of the watershed, the calculated total planned reduction of pollution load is multiplied by a safety factor, The safety system is 115-120% as the final proposed reduction in pollution load.

在本发明的一些实施例中,所述工业点源控制工程以流域工业点源污水直排控制为目标,结合区域工业企业分布状况,因地制宜的构建截污管网将工业污水通过支干、主干网络全部收集进入管网系统,收集污水进入污水处理厂集中处置;In some embodiments of the present invention, the industrial point source control project aims to control the direct discharge of industrial point source sewage in the river basin, and combines the distribution of regional industrial enterprises to build a sewage interception pipe network according to local conditions to pass industrial sewage through branches and trunks. All the network is collected into the pipe network system, and the collected sewage is sent to the sewage treatment plant for centralized disposal;

农业面源综合控制工程:该工程包括农村生活污水源头消减工程、农田面源末端生态控制工程和农村垃圾处置工程三类措施:农村生活污水源头消减工程以临河农村与边远农村为控制目标,对临河农村污水治理实施旱厕改造、村内生态排水沟渠与村外库塘湿地净化相结合的三级处理系统;对边远农业污水处理采用分散型污水处理措施的方式控制,保障污水就地消纳不汇入河流系统;农田面源末端生态控制工程以农业种植过程中氮磷控制为目标,通过化肥减量控制、增施有机肥与农田生态沟渠建设等措施构建减源-拦截-修复一体化控制系统;农村垃圾处置工程以村落点垃圾收集与集中处理为核心,构建“集中清运+长效管理”的市场运作的ppp运行模式;Agricultural non-point source comprehensive control project: This project includes three types of measures: the source reduction project of rural domestic sewage, the ecological control project of the end of farmland non-point source and the rural garbage disposal project. Rural sewage treatment in Linhe implements a three-level treatment system that combines dry toilet renovation, ecological drainage ditches in the village, and pond wetland purification outside the village; decentralized sewage treatment measures are used to control remote agricultural sewage treatment to ensure that sewage can be consumed locally. Into the river system; farmland non-point source terminal ecological control project aims to control nitrogen and phosphorus in the process of agricultural planting, and builds integrated control of source reduction-interception-restoration through measures such as chemical fertilizer reduction control, increase of organic fertilizer and construction of farmland ecological ditches system; the rural waste disposal project focuses on village point waste collection and centralized treatment, and builds a ppp operation mode of "centralized clearing + long-term management" market operation;

内源污染控制工程:以流域河道、湖库淤积的底泥为控制目标,开展底泥清淤与无害化处置工程,清淤前需评估淤泥中重金属风险,,清理的淤泥现场实施脱水减容工程并对存在重金属风险的淤泥采用添加重金属钝化剂的方法将重金属固定消除其生态风险。Endogenous pollution control project: take the sediment deposited in rivers and lakes and reservoirs as the control target, and carry out sediment dredging and harmless disposal projects. Before dredging, the risk of heavy metals in the sludge must be assessed, and the cleaned sludge should be dehydrated and reduced on site. The method of adding heavy metal passivator to the sludge with heavy metal risk can be used to fix heavy metal and eliminate its ecological risk.

在本发明的一些实施例中,所述水生态健康重建工程以构建水域健康生态系统为目标,在河流、湖库及两侧的绿线范围内建设具有净化功能的表流、潜流等湿地系统,发挥对污染物的过滤、吸附、植物吸收与微生物分解的作用,库-塘-湿地与生态治理工程可实现污染负荷消减5-10%的能力。In some embodiments of the present invention, the water ecological health reconstruction project aims to build a healthy water ecosystem, and build surface and subsurface wetland systems with purification functions within the scope of the green lines on both sides of rivers, lakes and reservoirs , play the role of pollutant filtration, adsorption, plant absorption and microbial decomposition, and the reservoir-pond-wetland and ecological management project can achieve the ability to reduce the pollution load by 5-10%.

在本发明的一些实施例中,所述流域智慧水务运行管理与保障工程通过水环境监测网络、智能管理系统与日常维护管理模式的构建,完成流域长效管控方案的建立,保障流域水环境稳定、景观功能持续提升。In some embodiments of the present invention, the watershed smart water operation management and guarantee project completes the establishment of a long-term watershed management and control plan through the construction of a water environment monitoring network, an intelligent management system, and a daily maintenance management model to ensure a stable water environment in the watershed , The landscape function continues to improve.

在本发明的一些实施例中,直至化学需氧量、氨氮、溶解氧和河流流量达到以下参数要求:In some embodiments of the present invention, until chemical oxygen demand, ammonia nitrogen, dissolved oxygen and river flow reach the following parameter requirements:

化学需氧量<30mg/L;Chemical oxygen demand <30mg/L;

氨氮<2mg/L;Ammonia nitrogen<2mg/L;

溶解氧>5mg/L;Dissolved oxygen>5mg/L;

总氮<5mg/L;Total nitrogen <5mg/L;

总磷<1mg/L;Total phosphorus<1mg/L;

河流流量≥0.4m3/s。River flow ≥ 0.4m 3 /s.

从上面所述可以看出,本发明提供的用于消除农村区域黑臭水体的治理方法以典型农村区域工业点源、农业面源、河道内源污染为核心要素,以最小的经济投入分别实施控源截污、农业综合防控与河流生态系统构建工程,实现区域水体黑臭消除与现代工、农业协调发展。As can be seen from the above, the control method for eliminating black and odorous water bodies in rural areas provided by the present invention takes industrial point sources in typical rural areas, agricultural non-point sources, and river channel endogenous pollution as core elements, and implements them respectively with minimum economic input. Source control and sewage interception, comprehensive agricultural prevention and control, and river ecosystem construction projects to achieve the elimination of black and odorous water bodies in the region and the coordinated development of modern industry and agriculture.

具体实施方式detailed description

为使本发明的目的、技术方案和优点更加清楚明白,以下结合具体实施例,对本发明进一步详细说明。In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with specific examples.

与城市建成区黑臭水体的治理以管网截污、污水处理厂提标改造及河道生态清淤与修复等工程为核心单元逐步实施的思路不同,农村区域黑臭水体的治理应从农业增产稳产和水环境安全的长期需求出发,以保障粮食安全前提下面源污染负荷削减为核心目标,结合农业面源污染自身特点,制定出适宜农村区域黑臭水体的治理方法。Different from the idea that the treatment of black and odorous water bodies in urban built-up areas is gradually implemented with the core units of pipe network sewage interception, sewage treatment plant upgrading and transformation, and river ecological dredging and restoration, the treatment of black and odorous water bodies in rural areas should focus on increasing agricultural production and stabilizing production. Based on the long-term needs of water environment security, with the core goal of reducing the pollution load of low-level sources on the premise of ensuring food security, and combining the characteristics of agricultural non-point source pollution, a treatment method suitable for black and odorous water bodies in rural areas has been formulated.

本发明提供的用于消除农村区域黑臭水体的治理方法以农村区域黑臭水体为主要目标,并考虑经济投入因素,分别控制各项核心指标的参数,分步实施污染源控源与水体修复工程,以提高黑臭水体的消除效果。The treatment method for eliminating black and odorous water bodies in rural areas provided by the present invention takes black and odorous water bodies in rural areas as the main target, and considers economic input factors, respectively controls the parameters of various core indicators, and implements pollution source control and water body restoration projects step by step , to improve the elimination effect of black and odorous water.

作为本发明的一个实施例,提供的用于农村型消除黑臭水体的治理方法包括以下步骤:As an embodiment of the present invention, the governance method that provides for eliminating black and odorous water bodies in rural areas includes the following steps:

1)将流域划分为若干个控制单元1) Divide the watershed into several control units

具体地,根据流域管理主体、水系结构、污染源分布、产流汇流过程来确定影响河流水质的污染源分布区域,将污染源分布区域划分为若干个控制单元。一般划分一级控制单元3-5个,在每个一级控制单元中划分二级控制单元,二级控制单元总共5-12个。将所述流域划分为一级控制单元和二级控制单元以利于对整个流域进行准确计算和准确控制,从而提高对流域的治理效果。Specifically, the distribution area of pollution sources affecting river water quality is determined according to the main body of the river basin management, the structure of the water system, the distribution of pollution sources, and the process of flow generation and confluence, and the distribution area of pollution sources is divided into several control units. Generally, there are 3-5 first-level control units, and each first-level control unit is divided into second-level control units, and the total number of second-level control units is 5-12. Dividing the watershed into a first-level control unit and a second-level control unit facilitates accurate calculation and control of the entire watershed, thereby improving the governance effect of the watershed.

2)计算各个控制单元的入河负荷量、河道内源和流域的入河负荷总量、河道内源总量2) Calculate the inflow load of each control unit, the total amount of inflow load in the river channel and the watershed, and the total amount in the river channel

在空间单元划分的基础上通过排污口现场监测与污染源调查核算出各控制单元的入河负荷量、河道内源以及河流内源总量、河道内源总量。其中,入河负荷量可以包括入河工业点源负荷量和入河农业面源负荷量之和。需要说明的是,所述流域的入河负荷总量是指各个一级控制单元或者二级控制单元的入河负荷量之和。进一步地,在本发明中,入河负荷量是指污染物的入河负荷量,其可以包括COD入河负荷量和氨氮入河负荷量。在本发明中,所述工业点源是指大、中企业在小范围内的大量污水经管渠输送到明显的排污口,所述农业面源是指分散的农村居民及农业种植在大面积上的少量水污染的分散排放,所述内源主要指流域水体内淤泥存量。On the basis of the division of space units, the on-site monitoring of sewage outfalls and the investigation of pollution sources are used to calculate the river-inflow load, river channel internal source, total amount of river internal source, and total channel internal source of each control unit. Among them, the river-inflow load may include the sum of the river-inflow industrial point source load and the river-inflow agricultural non-point source load. It should be noted that the total river inflow load of the watershed refers to the sum of the river inflow loads of each primary control unit or secondary control unit. Further, in the present invention, the river load refers to the load of pollutants into the river, which may include the load of COD and ammonia nitrogen into the river. In the present invention, the industrial point source refers to a large amount of sewage of large and medium-sized enterprises in a small area and is transported to an obvious sewage outlet through pipes and canals, and the agricultural non-point source refers to scattered rural residents and agricultural planting on a large area. The scattered discharge of a small amount of water pollution, the internal source mainly refers to the silt stock in the water body of the basin.

在该步骤中,可以先计算二级控制单元的入河负荷量和河道内源,继而求得二流域的入河负荷总量和河道内源总量。In this step, the river inflow load and channel internal source of the secondary control unit can be calculated first, and then the total amount of river inflow load and channel internal source of the second basin can be obtained.

3)计算各个控制单元的水环境容量和流域的水环境总容量3) Calculate the water environment capacity of each control unit and the total water environment capacity of the watershed

所述环境容量指在黑臭消除的水质目标条件下各控制单元可容纳的污染物量。The environmental capacity refers to the amount of pollutants that can be accommodated by each control unit under the water quality target conditions for black and odor elimination.

可选地,可以采用模型估算方法计算各个控制单元的水环境容量,计算方法如下:Optionally, the model estimation method can be used to calculate the water environment capacity of each control unit, and the calculation method is as follows:

其中,Cs为水质目标,C0为断面起始浓度,C0为河流流量,u为平均流速,K为综合降解系数,x为第m个污染源距控制断面的距离,qm为第m个污染源的流量。一般地,NH3-N降解系数为0.5,COD降解系数为0.3。Among them, C s is the water quality target, C 0 is the initial concentration of the section, C 0 is the river flow, u is the average flow velocity, K is the comprehensive degradation coefficient, x is the distance from the mth pollution source to the control section, q m is the mth pollution source flow of pollution sources. Generally, the NH 3 -N degradation coefficient is 0.5, and the COD degradation coefficient is 0.3.

4)计算各个控制单元的污染负荷拟定削减量和流域的污染负荷拟定削减总量4) Calculate the proposed reduction of pollution load of each control unit and the proposed total reduction of pollution load of the watershed

通过各个控制单元的污染负荷总量(入河工业点源负荷量与入河农业面源负荷量的总和)减去各个控制单元的水环境容量得到各个控制单元的污染负荷拟定削减量。The planned pollution load reduction of each control unit is obtained by subtracting the water environment capacity of each control unit from the total pollution load of each control unit (the sum of the industrial point source load of the river and the agricultural non-point source load of the river).

优选地,为保障黑臭消除的可靠性,消除污染监测与负荷模型计算的偏差以及其他不确定性,需增加污染负荷拟定削减总量,提高水质目标的安全系数,可以将上述计算得到的污染负荷拟定削减总量乘以安全系数,作为最终的污染负荷拟定削减总量。在本发明的一些实施例中,该安全系统一般可以选择为15-20%,将上述计算得到的污染负荷拟定削减总量乘以115-120%,作为最终得到拟定消减总量,从而完成各个控制单元和流域的污染负荷拟定削减总量的计算。Preferably, in order to ensure the reliability of black and odor elimination, eliminate the deviation between pollution monitoring and load model calculation and other uncertainties, it is necessary to increase the total reduction of pollution load and improve the safety factor of the water quality target. The pollution obtained by the above calculation can be The total planned reduction of load is multiplied by the safety factor to be the final planned total reduction of pollution load. In some embodiments of the present invention, the safety system can generally be selected as 15-20%, and the proposed total reduction of the pollution load obtained from the above calculation is multiplied by 115-120% to obtain the final proposed total reduction, thereby completing each Calculation of total proposed reductions in pollution loads of control units and watersheds.

5)控源减排工程5) Source control and emission reduction projects

以流域污染总量消减方案为核心,分别从工业点源、农业面源、河道内源三个方面实施实现控源减排措施,实施3大类工程:工业点源控制工程,农业面源综合控制工程与河道淤泥无害化与资源化处置工程,于此同时配套防洪安全保障工程,保障流域水体的黑臭消除。Focusing on the reduction plan of the total amount of pollution in the river basin, implement source control and emission reduction measures from three aspects: industrial point source, agricultural non-point source, and river channel internal source, and implement three types of projects: industrial point source control project, agricultural non-point source comprehensive The control project and the harmless and resourceful disposal project of river silt are also supported by the flood control safety guarantee project to ensure the elimination of black and odor in the water body of the river basin.

在本发明的一些实施例中,①工业点源控制工程:以流域工业点源污水直排控制为目标,结合区域工业企业分布状况,因地制宜的构建截污管网将工业污水通过支干、主干网络全部收集进入管网系统,收集污水进入污水处理厂集中处置。污水处理厂的布置工程应兼顾2个方面,第一,选择以膜处理技术为主的工业污水处理工艺,污水处理标准要提高,一般建议选择北京地标B排放标准,污水厂部分出水作为工业回用水回用;第二,污水处理厂建设选址不建议放置在流域下游建设一个大型污水处理厂,建议在流域上、中、下游分散建设小型污水处理厂,可保障流域河道存在稳定生态需水量。该截污管网构建与污水厂提标改造工程可实现工业点源污染负荷消减80-90%的能力,属重点部署工程。In some embodiments of the present invention, ①Industrial point source control project: aiming at the direct discharge control of industrial point source sewage in the river basin, combined with the distribution of regional industrial enterprises, constructing a sewage interception pipe network according to local conditions to pass industrial sewage through branches and trunks All the network is collected into the pipe network system, and the collected sewage is sent to the sewage treatment plant for centralized disposal. The layout project of the sewage treatment plant should take into account two aspects. First, choose the industrial sewage treatment process based on membrane treatment technology. The sewage treatment standard needs to be improved. It is generally recommended to select the Beijing Landmark B discharge standard, and part of the effluent from the sewage plant is used as industrial recycling. Water reuse; Second, it is not recommended to place a large-scale sewage treatment plant in the lower reaches of the river basin when selecting a site for the construction of a sewage treatment plant. It is recommended to build small sewage treatment plants scattered in the upper, middle and lower reaches of the watershed, which can ensure the stable ecological water demand of the rivers in the watershed . The construction of the sewage interception pipe network and the upgrading and renovation project of the sewage plant can realize the ability to reduce the pollution load of industrial point sources by 80-90%, which is a key deployment project.

②农业面源综合控制工程:该工程包括农村生活污水源头消减工程、农田面源末端生态控制工程和农村垃圾处置工程三类措施:农村生活污水源头消减工程以临河农村与边远农村为控制目标,对临河农村污水治理实施旱厕改造、村内生态排水沟渠与村外库塘湿地净化相结合的三级处理系统。对边远农业污水处理采用分散型污水处理措施的方式控制,保障污水就地消纳不汇入河流系统;农田面源末端生态控制工程以农业种植过程中氮磷控制为目标,通过化肥减量控制、增施有机肥与农田生态沟渠建设等措施构建减源-拦截-修复一体化控制系统,实现农田面源污染负荷50-60%的有效控制;农村垃圾处置工程以村落点垃圾收集与集中处理为核心,构建“集中清运+长效管理”的市场运作的ppp运行模式。②Agricultural non-point source comprehensive control project: This project includes three types of measures: rural domestic sewage source reduction project, farmland non-point source end ecological control project and rural garbage disposal project. For the sewage treatment in the rural areas near the river, implement a three-stage treatment system that combines the transformation of dry toilets, the ecological drainage ditches in the village and the purification of the ponds and wetlands outside the village. Decentralized sewage treatment measures are used to control the remote agricultural sewage treatment to ensure that the sewage is consumed on the spot and does not flow into the river system; the ecological control project at the end of the farmland non-point source aims at the control of nitrogen and phosphorus in the process of agricultural planting, through the control of chemical fertilizer reduction , increasing the application of organic fertilizers and constructing farmland ecological ditches and other measures to build an integrated control system of source reduction-interception-restoration to achieve effective control of 50-60% of farmland non-point source pollution load; rural waste disposal projects rely on village point garbage collection and centralized treatment As the core, build a ppp operation mode of "centralized clearing + long-term management" market operation.

③内源污染控制工程:以流域河道、湖库淤积的底泥为控制目标,开展底泥清淤与无害化处置工程,清淤前需评估淤泥中重金属风险,建议底泥清淤深度约30-50cm即可,清理的淤泥现场实施脱水减容工程并对存在重金属风险的淤泥采用添加重金属钝化剂的方法将重金属固定消除其生态风险。③Endogenous pollution control project: take the sediment deposited in rivers and lakes in the basin as the control target, carry out sediment dredging and harmless disposal projects, and assess the risk of heavy metals in the sludge before dredging. It is recommended that the depth of sediment dredging should be about 30-50cm is enough. The dehydration and volume reduction project will be carried out on the cleaned sludge, and the heavy metal passivation agent will be added to the sludge with heavy metal risk to fix the heavy metal and eliminate its ecological risk.

6)水生态健康重建工程:该工程以构建水域健康生态系统为目标,在河流、湖库及两侧的绿线范围内建设具有净化功能的表流、潜流等湿地系统,发挥对污染物的过滤、吸附、植物吸收与微生物分解的作用,库-塘-湿地与生态治理工程可实现污染负荷消减5-10%的能力。在高温期重点突出库-塘-湿地工程,充分发挥该工程的末端净化作用,实现入河污染物的原位消减。6) Water Ecological Health Reconstruction Project: The project aims to build a healthy water ecosystem. Wetland systems with purification functions such as surface flow and subsurface flow will be built within the range of rivers, lakes and reservoirs and the green lines on both sides, so as to exert the protection against pollutants. With the functions of filtration, adsorption, plant absorption and microbial decomposition, the reservoir-pond-wetland and ecological management project can achieve the ability to reduce the pollution load by 5-10%. In the high temperature period, focus on the reservoir-pond-wetland project, give full play to the terminal purification effect of the project, and realize the in-situ reduction of pollutants entering the river.

7)流域智慧水务运行管理与保障工程:该工程通过水环境监测网络、智能管理系统与日常维护管理模式的构建,完成流域长效管控方案的建立,保障流域水环境稳定、景观功能持续提升。7) Basin Smart Water Operation Management and Guarantee Project: Through the construction of water environment monitoring network, intelligent management system and daily maintenance and management mode, the project completes the establishment of a long-term watershed management and control plan to ensure the stability of the water environment of the watershed and the continuous improvement of landscape functions.

8)工程评估:通过以上7个步骤实现水体的化学需氧量、氨氮、溶解氧和河流流量等核心控制指标达标,具体参数控制如下:8) Engineering evaluation: Through the above 7 steps, the core control indicators such as chemical oxygen demand, ammonia nitrogen, dissolved oxygen and river flow of the water body are up to standard. The specific parameters are controlled as follows:

控制指标名称Control indicator name 控制指标阈值Control Indicator Threshold 化学需氧量(COD)Chemical Oxygen Demand (COD) <30mg/L<30mg/L <2mg/L<2mg/L 溶解氧(DO)Dissolved oxygen (DO) >5mg/L>5mg/L 总氮total nitrogen <5mg/L<5mg/L 总磷Total Phosphorus <1mg/L<1mg/L 河流流量river flow

采用本发明提供的方法达到的黑臭水体的治理效果:Adopt the control effect of the black and smelly water body that the method provided by the invention reaches:

第1阶段(初效阶段):Phase 1 (initial effect phase):

1)河流水质达到一般景观水体标准,主要水质指标上覆水DO≥5;COD≤40mg/L;氨氮≤3mg/L。1) The water quality of the river meets the general landscape water standard, and the main water quality indicators of the overlying water DO≥5; COD≤40mg/L; ammonia nitrogen≤3mg/L.

2)保障河流水安全及基本流量,无垃圾、无漂浮物,基本消除黑臭。2) Guarantee the safety and basic flow of river water, no garbage, no floating objects, and basically eliminate black and odor.

3)透明度适中,浅水区域(水深≤1米)透明度见底,深水区域透明度达到1米左右。3) The transparency is moderate, the transparency in the shallow water area (water depth ≤ 1 meter) bottoms out, and the transparency in the deep water area reaches about 1 meter.

第2阶段(达标阶段):Stage 2 (attainment stage):

1)河流水质达到地表水IV~V类标准,上覆水DO≥5mg/L;COD≤30mg/L;氨氮≤2)mg/L。1) The water quality of the river meets the standards of surface water IV~V, and the overlying water DO≥5mg/L; COD≤30mg/L; ammonia nitrogen≤2)mg/L.

2)保障河流水安全及基本流量,彻底消除黑臭,河道生态景观良好。2) Guarantee the safety and basic flow of river water, completely eliminate black and odor, and the river ecological landscape is good.

3)水体清澈,浅水区域(水深≤1米)透明度见底,深水区域透明度达到1米以上。3) The water body is clear, the transparency of the shallow water area (water depth ≤ 1 meter) bottoms out, and the transparency of the deep water area reaches more than 1 meter.

第3阶段(巩固阶段):Phase 3 (Consolidation Phase):

1)河流水质稳定达到地表水IV类标准,上覆水DO≥6mg/L;COD≤30mg/L;氨氮≤1.5mg/L。1) The water quality of the river is stable and meets the surface water category IV standard, and the overlying water DO≥6mg/L; COD≤30mg/L; ammonia nitrogen≤1.5mg/L.

2)保障河流水安全及基本流量,河流、湖泊生态服务功能健全,生态景观优美。2) Guarantee the safety and basic flow of river water, the ecological service functions of rivers and lakes are sound, and the ecological landscape is beautiful.

实施例:长春市镜水河流域黑臭水体治理工程(农村型)Example: Black and odorous water treatment project in Jingshui River Basin, Changchun City (rural type)

长春市镜水河为伊通河中游左侧一级支流,西珲乌高速以东的乔家窝堡屯、东至绕城高速以北的兰家镇谢家店屯,流域面积73.84km2,河长18.5km,平均河宽5米,途径红旗水库,共有16条支沟汇入,河道平均坡度1‰,流域总面积73.84km2,其中城市建成区10.42km2,占流域总面积的14.11%;农田55.64km2,占75.34%。根据现场监测数据显示:干流水体COD范围为20-120mg/L,60%以上的监测点位属于劣V类水质,自上而下随沿线支流汇入呈上升趋势。氨氮污染程度与COD呈现相似的变化趋势,主干流范围为0.2-10mg/L,主要受沿途支流污染汇入影响,自上游至下游逐步升高。流域水体中TN、TP范围分别为0.69-72.1mg/L,0.353-76.65mg/L,有80%以上的样点比例超过了V类标准因此COD、氨氮耗氧物质的严重超标造成全流域氧亏严重,水体溶氧不足引起FeS、MnS等黑色沉积、产生了大量H2S、硫醇、氨等恶臭物质造成全流域黑臭问题突出,因此镜水河流域黑臭水体的消除纳入《长春市落实水污染防治行动计划工作方案》。Jingshui River in Changchun City is the first-class tributary on the left side of the middle reaches of Yitong River, from Qiaojiawopu Village to the east of the Xihuiwu Expressway, and Xiejiadian Village, Lanjia Town to the north of the Ring Expressway, with a drainage area of 73.84km2. The river is 18.5km long, with an average width of 5 meters. It passes through the Hongqi Reservoir. There are 16 tributaries flowing into it. The average slope of the river course is 1‰. %; farmland 55.64km2, accounting for 75.34%. According to the on-site monitoring data, the COD range of the mainstream water body is 20-120mg/L, and more than 60% of the monitoring points belong to the inferior V quality water quality, and the trend is rising from top to bottom with the inflow of tributaries along the line. The pollution degree of ammonia nitrogen shows a similar trend to that of COD, with the range of 0.2-10 mg/L in the main stream, which is mainly affected by the influx of pollution from tributaries along the way, and gradually increases from upstream to downstream. The ranges of TN and TP in the water body of the basin are 0.69-72.1mg/L and 0.353-76.65mg/L respectively, and more than 80% of the sample points exceed the standard of Class V. Therefore, the severe excess of COD and ammonia nitrogen oxygen-consuming substances has caused the oxygen consumption in the whole basin. Insufficient dissolved oxygen in the water body caused black deposits of FeS, MnS, etc., and produced a large amount of H 2 S, mercaptans, ammonia and other malodorous substances, resulting in prominent black and odor problems in the whole basin. The Municipal Implementation of the Water Pollution Prevention and Control Action Plan Work Plan.

具体地,采用本发明提供的用于消除黑臭水体的治理方法对长春市镜水流域进行黑臭水体的消除。Specifically, the treatment method for eliminating black and odorous water bodies provided by the present invention is used to eliminate black and odorous water bodies in the Jingshui River Basin of Changchun City.

一、将流域划分为若干个控制单元:根据流域管理主体、水系结构、污染源分布、产流汇流过程来确定影响河段水质的污染源分布区域。分3个控制单元合心镇工业园区、中游农村区域、兰家镇工业园区、下游农业区域。1. Divide the river basin into several control units: determine the distribution area of pollution sources that affect the water quality of the river section according to the main body of the river basin management, the structure of the water system, the distribution of pollution sources, and the process of flow generation and confluence. It is divided into 3 control units: Hexin Town Industrial Park, Midstream Rural Area, Lanjia Town Industrial Park, and Downstream Agricultural Area.

二、计算流域的入河负荷总量和各个控制单元的入河负荷总量:在控制单元划分的基础上,通过现场监测与模型估算计算出各个控制单元的入河负荷量。2. Calculation of the total inflow load of the basin and the total inflow load of each control unit: on the basis of the division of control units, the inflow load of each control unit is calculated through on-site monitoring and model estimation.

入河工业点源负荷COD主要集中在合心镇工业区以及中部农业分区中侯家子营的屠宰、塑料回收等点源,占流域输入量的75.74%。氨氮污染主要集中在兰家镇工业园区输入,输入负荷量占考核断面输入量的67.84%,具体见表1。入河农业面源在时间尺度上,面源负荷主要集中丰水期,COD和氨氮负荷量分别为2044.38和95.98t/a。空间尺度上,入河面源负荷主要集中在农业区域与兰家镇工业园区,COD负荷量为1941.69t/a;氨氮负荷量为67.13t/a,具体见表2。内源污染主要集中红旗水库,水域面积约5.4万m2,淤泥累积约3.24万m3The COD of industrial point source loads entering the river is mainly concentrated in the industrial zone of Hexin Town and the point sources such as slaughtering and plastic recycling in Houjiaziying in the central agricultural subregion, accounting for 75.74% of the input to the river basin. Ammonia nitrogen pollution is mainly concentrated in the input of Lanjia Town Industrial Park, and the input load accounts for 67.84% of the input of the assessment section. See Table 1 for details. On the time scale of agricultural non-point sources entering the river, the non-point source load is mainly concentrated in the wet season, and the COD and ammonia nitrogen loads are 2044.38 and 95.98 t/a, respectively. On the spatial scale, the surface source load of the river is mainly concentrated in the agricultural area and the Lanjia Town Industrial Park. The COD load is 1941.69t/a; the ammonia nitrogen load is 67.13t/a, see Table 2 for details. Endogenous pollution is mainly concentrated in Hongqi Reservoir, the water area is about 54,000 m 2 , and the silt accumulation is about 32,400 m 3 .

表1各个控制单元的入河点源负荷量Table 1 The river-entry point source load of each control unit

表2基于控制单元的面源污染负荷估算Table 2 Estimation of non-point source pollution load based on control unit

三、计算各个控制单元的水环境容量和流域的水环境总容量:计算在黑臭消除的水质目标条件下该流域可容纳的污染物量,利用模型计算出各个控制单元的水环境容量和流域的水环境总容量(总计区域水环境容量COD642.17t/a,氨氮34.79t/a)。各个控制单元的水环境容量参见表3。3. Calculate the water environment capacity of each control unit and the total water environment capacity of the watershed: calculate the amount of pollutants that the watershed can accommodate under the water quality target conditions for black and odor elimination, and use the model to calculate the water environment capacity of each control unit and the water environment of the watershed. Total water environment capacity (total regional water environment capacity COD642.17t/a, ammonia nitrogen 34.79t/a). See Table 3 for the water environment capacity of each control unit.

表3各个控制单元的水环境容量Table 3 Water environment capacity of each control unit

四、计算各个控制单元的污染负荷拟定削减量和流域的污染负荷拟定削减总量:通过各个控制单元的污染负荷总量(入河点源负荷量与入河面源负荷量的总和)减去各个控制单元的水环境容量得到各个控制单元的污染负荷拟定削减量。为实现黑臭消除的水质目标,经计算,各个控制单元的负荷拟定消减量参见表4。4. Calculate the proposed reduction of pollution load of each control unit and the proposed total reduction of pollution load of the watershed: Subtract the total amount of pollution load of each control unit (the sum of the load of point sources entering the river and the load of surface sources entering the river) The water environment capacity of the control unit obtains the proposed reduction amount of the pollution load of each control unit. In order to achieve the water quality goal of black and odor elimination, see Table 4 for the planned load reduction of each control unit after calculation.

表4各个控制单元的负荷拟定消减量Table 4 The proposed load reduction of each control unit

五、控源减排工程:以流域的污染负荷拟定削减总量为核心,分别从工业点源、农业面源、河道内源三个方面实施实现控源减排措施,实施3大类工程:工业点源控制工程,农业面源综合控制工程与河道淤泥无害化与资源化处置工程,于此同时配套防洪安全保障工程,保障流域水体的黑臭消除,具体工程布局如下:工业园区的治理侧重于截污纳管与污水处理提标改造,主要实施沿河截污主干工程与合心、兰家污水厂建设工程,达到消除工业点源的母的;农业区域侧重于农村生活源、面源的源头防控和过程控制,主要实施农村生活污水源头消减工程、农田面源末端生态控制工程和农村垃圾处置工程,实现农村面源的控制;下游红旗水库则侧重于内源的清淤和资源化,实施淤泥无害化与资源化处置工程。最终实现工业点源、农业面源和内源的共同消减。5. Source control and emission reduction project: Focusing on the planned total reduction of the pollution load in the river basin, implement source control and emission reduction measures from three aspects: industrial point source, agricultural non-point source, and river channel internal source, and implement three types of projects: Industrial point source control projects, agricultural non-point source comprehensive control projects, and river silt harmless and resourceful disposal projects are also supported by flood control and safety assurance projects to ensure the elimination of black and odorous water bodies in the river basin. The specific project layout is as follows: Industrial Park Governance Emphasis will be placed on sewage interception and sewage treatment and improvement of sewage treatment standards. Mainly implement the main sewage interception projects along the river and the construction projects of Hexin and Lanjia sewage plants to eliminate industrial point sources. Source prevention and control of sources and process control, mainly implement source reduction projects of rural domestic sewage, farmland non-point source ecological control projects and rural garbage disposal projects to achieve control of rural non-point sources; the downstream Hongqi Reservoir focuses on internal source dredging and Recycling, the implementation of sludge harmless and resource disposal projects. Ultimately realize the common reduction of industrial point sources, agricultural non-point sources and internal sources.

六、水生态健康重建工程:以流域水体水生态健康重建为核心,分别实施库-塘-湿地多级水系统构建工程,最终实现该区域水体环境呈现水清岸绿,河河有鱼,具体工程布局如下:先看库-塘-湿地多级湿地系统构建工程,该工程的目的在于整个镜水河流域的水质提升和水生态的恢复。具体的工程措施为分别构建三种水生态系统:湖库型湿地、塘-湿地系统和生态河岸带。生态河岸带的设计目的在于改造现有支流生态环境,减少支流污染,恢复水生植被。塘-湿地系统利用现有水塘沟渠,改造支流入河口,形成浅水-深潭湿地系统,总共设置4个湿地系统。湖库型湿地的设计目的在于利用高家水库、红旗水库的库容及周围生态,清淤扩容,滨岸带恢复。6. Water Ecological Health Reconstruction Project: With the water ecological health reconstruction of the basin water body as the core, the reservoir-pond-wetland multi-level water system construction project is implemented respectively, and finally the water body environment in this area is clear and green, and there are fish in the river. The project layout is as follows: first look at the reservoir-pond-wetland multi-level wetland system construction project. The purpose of the project is to improve the water quality and restore the water ecology of the entire Jingshui River Basin. The specific engineering measures are to construct three kinds of water ecosystems: lake-reservoir wetland, pond-wetland system and ecological riparian zone. The design purpose of the ecological riparian zone is to transform the ecological environment of the existing tributaries, reduce the pollution of the tributaries, and restore aquatic vegetation. The pond-wetland system uses the existing ponds and ditches to transform the tributaries into the estuary to form a shallow water-deep pool wetland system. A total of 4 wetland systems are set up. The design purpose of the lake-reservoir wetland is to use the storage capacity of Gaojia Reservoir and Hongqi Reservoir and the surrounding ecology, dredging and expanding the capacity, and restoring the coastal zone.

七、流域智慧水务运行管理与保障工程:该工程通过水环境监测网络、智能管理系统与日常维护管理模式的构建,完成流域长效管控方案的建立,保障流域水环境稳定、景观功能持续提升。7. Watershed Smart Water Operation Management and Guarantee Project: Through the construction of water environment monitoring network, intelligent management system and daily maintenance and management mode, the project completes the establishment of a long-term watershed management and control plan to ensure the stability of the water environment of the watershed and the continuous improvement of landscape functions.

由此可见,本发明提供的用于消除农村区域黑臭水体的治理方法以典型农村区域工业点源、农业面源、河道内源污染为核心要素,以最小的经济投入分别实施控源截污、农业综合防控与河流生态系统构建工程,实现区域水体黑臭消除与现代工、农业协调发展。It can be seen that the control method for eliminating black and odorous water bodies in rural areas provided by the present invention takes industrial point sources in typical rural areas, agricultural non-point sources, and river channel endogenous pollution as core elements, and implements source control and pollution interception with the smallest economic investment. , Comprehensive agricultural prevention and control and river ecosystem construction projects, to achieve the elimination of black and odorous water bodies in the region and the coordinated development of modern industry and agriculture.

所属领域的普通技术人员应当理解:以上任何实施例的讨论仅为示例性的,并非旨在暗示本公开的范围(包括权利要求)被限于这些例子;在本发明的思路下,以上实施例或者不同实施例中的技术特征之间也可以进行组合,并存在如上所述的本发明的不同方面的许多其它变化,为了简明它们没有在细节中提供。因此,凡在本发明的精神和原则之内,所做的任何省略、修改、等同替换、改进等,均应包含在本发明的保护范围之内。Those of ordinary skill in the art should understand that: the discussion of any of the above embodiments is exemplary only, and is not intended to imply that the scope of the present disclosure (including claims) is limited to these examples; under the idea of the present invention, the above embodiments or Combinations between technical features in different embodiments are also possible, and there are many other variations of the different aspects of the invention as described above, which are not provided in detail for the sake of brevity. Therefore, any omissions, modifications, equivalent replacements, improvements, etc. within the spirit and principles of the present invention shall be included within the protection scope of the present invention.

Claims (10)

1. a kind of administering method for eliminating rural area type black and odorous water, it is characterised in that comprise the following steps:
Basin is divided into several control units;
Calculate each control unit enter river load, river course it is endogenous and it is basin enter river load total amount, the endogenous total amount in river course, its In, it is described enter river load include point source load and entering river agricultural area source load sum into river industry;
Calculate the environmental capacity of water of each control unit and the water environment total capacity in basin;
The pollutional load for calculating each control unit drafts reduction and the pollutional load in basin drafts reduction total amount;
Implement control source emission reduction engineering;
Implement basin wisdom water utilities operational management and ensure engineering;
Realize that the index of COD, ammonia nitrogen, dissolved oxygen and the river discharge of water body is up to standard by above step.
2. the administering method for eliminating rural area type black and odorous water according to claim 1, it is characterised in that the control source Emission reduction engineering is to cut down scheme as core with basin total amount of pollutants discharge, respectively from industrial point source, agricultural area source, endogenous three sides in river course Control source Mitigation options are realized in face, implement industrial point source control engineering, agricultural area source Comprehensive Control engineering, riverway sludge harmless Change and disposal of resources engineering.
3. the administering method for eliminating rural area type black and odorous water according to claim 1, it is characterised in that it is described will stream The step of domain is divided into several control units includes:
According to watershed management main body, water system planning, analysis and product stream Process of Confluence, it is determined that the pollution of influence water quality of river Source distribution region, is several control units by analysis region division.
4. the administering method for eliminating rural area type black and odorous water according to claim 1, it is characterised in that the calculating In the step of water environment total capacity in the environmental capacity of water of each control unit and basin, each is calculated using model evaluation method The environmental capacity of water of control unit, computational methods are as follows:
W = Q 0 &times; ( C s - C 0 ) + &Sigma; m = 1 i C s &times; ( Q 0 + q m ) ( e K X u - 1 ) + &Sigma; m = 1 i C s q m
Wherein, CsIt is water quality objective, C0It is section initial concentration, C0It is river discharge, u is mean flow rate, and K is comprehensive degraded system Number, x is distance of m-th pollution sources away from control section, qmIt is m-th flow of pollution sources.Usually, NH3- N degradation coefficients are 0.5, COD degradation coefficient is 0.3.
5. the administering method for eliminating rural area type black and odorous water according to claim 1, it is characterised in that in the meter The pollutional load for calculating each control unit is drafted the step of the pollutional load in reduction and basin drafts reduction total amount, by each The pollutional load total amount of individual control unit subtract each control unit environmental capacity of water obtain each control unit pollution bear Lotus drafts reduction.
6. the administering method for eliminating rural area type black and odorous water according to claim 1, it is characterised in that in the meter The pollutional load for calculating each control unit is drafted the step of the pollutional load in reduction and basin drafts reduction total amount, will be calculated The pollutional load for obtaining drafts reduction total amount and is multiplied by safety coefficient, and reduction total amount, the peace are drafted as final pollutional load Total system is 115-120%.
7. the administering method for eliminating rural area type black and odorous water according to claim 1, it is characterised in that industrial point source Control engineering:Target is controlled to so that basin industry point source sewage is in line, calmodulin binding domain CaM industrial enterprise distribution situation is suited measures to local conditions Build to cut dirty pipe network and all collect trade effluent by branch, core network and enter pipe network system, collect sewage and enter sewage Treatment plant centrally disposes;
Agricultural area source Comprehensive Control engineering:The engineering includes that engineering, farmland Mian Yuan ends ecology are cut down in domestic sewage in rural areas source Control engineering and the class measure of rural garbage handling project three:Cut down engineering with rural area and the outlying agriculture of bordering on the river in domestic sewage in rural areas source Village is control targe, net to Demonstration for Ecological Sanitation irrigation canals and ditches in the non-irrigated lavatory transformation of countryside sewage treating implementation of bordering on the river, village and village Wai Ku pools wetland The tertiary treatment system that change is combined;Outlying water and treat agricultural waste is controlled by the way of scattering sewage treatment measure, is protected Barrier sewage on-site elimination does not import river system;Farmland Mian Yuan ends Ecological Control engineering is controlled with nitrogen phosphorus during agricultural planting It is target, is built by measures such as Reducing amount of chemical fertilizer applied control, applying organic manure and agricultural ecological irrigation canals and ditches construction and subtract source-interception-reparation Integral control system;Rural garbage handling project with village point refuse collection with focus on as core, build " concentration is cleared The ppp operational modes of the market promotion of+long-acting management ";
Endogenous pollution controls engineering:With basin river course, Hu Ku deposit bed mud as control targe, carry out bed mud desilting with it is innoxious Handling project, needs to assess heavy metal in sludge risk before desilting, and the mud field conduct of cleaning is dehydrated volume reduction engineering and to existing Heavy metal is fixed and eliminates its ecological risk by the mud of heavy metal risk using the method for addition heavy metal deactivator.
8. the administering method for eliminating rural area type black and odorous water according to claim 1, it is characterised in that described aquatic State health reconstruction engineering is target to build waters Health- Ecosystem, is built in the range of the green line of river, Hu Ku and both sides The wet land systems such as surface low, undercurrent with purification function, play the filtering to pollutant, absorption, plant absorption and microorganism and divide The effect of solution, the storehouse-pool-wetland can realize the ability that pollutional load cuts down 5-10% with ecological management engineering.
9. the administering method for eliminating rural area type black and odorous water according to claim 1, it is characterised in that the basin The operational management of wisdom water utilities is with guarantee engineering by monitoring water environment network, intelligent management system and regular maintenance management mode Build, complete the foundation of the long-acting management and control scheme in basin, ensure that basin water environment stabilization, landscape function are persistently lifted.
10. the administering method for eliminating rural area type black and odorous water according to claim 1, it is characterised in that until changing Learn oxygen demand, ammonia nitrogen, dissolved oxygen and river discharge and reach following parameter request:
COD<30mg/L;
Ammonia nitrogen<2mg/L;
Dissolved oxygen>5mg/L;
Total nitrogen<5mg/L;
Total phosphorus<1mg/L;
River discharge >=0.4m3/s。
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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107500474A (en) * 2017-09-15 2017-12-22 武昌理工学院 A kind of domestic sewage in rural areas Scatter Gather and the method and system of processing
CN108821506A (en) * 2018-06-22 2018-11-16 广州同康科技发展有限公司 A kind of rural dispersed sewage disposal system and method
CN109081444A (en) * 2018-07-21 2018-12-25 湖南省林业科学院 A kind of method of biological treating agricultural non-point source pollution
CN109828093A (en) * 2019-03-28 2019-05-31 安徽中标环境科技有限公司 Rural black and odorous water river on-line monitoring base station
CN110119900A (en) * 2019-05-16 2019-08-13 中建一局华江建设有限公司 Black and odorous water body elimination method based on ecological bearing capacity of urban drainage basin water
CN110759480A (en) * 2019-11-04 2020-02-07 张志芳 Functional wetland restoration construction method
CN111912947A (en) * 2020-08-04 2020-11-10 中国农业科学院农业资源与农业区划研究所 A monitoring method and system for determining agricultural non-point source pollution load in a watershed
CN111914204A (en) * 2020-07-03 2020-11-10 河海大学 Water quality treatment method based on the difference of water quality targets in the assessment section of the river network and downstream
CN115330261A (en) * 2022-09-17 2022-11-11 武汉广旺科技有限公司 Ecological comprehensive treatment method for black and odorous river channel based on Internet of things technology

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2253596A1 (en) * 2009-05-15 2010-11-24 Jiangxi JDL Environmental Protection Research Ltd. Method for removing phosphorus using membrane bioreactor
CN101976380A (en) * 2010-09-14 2011-02-16 华北电力大学 Method for performing real-time regulation and control and digital management on water environment
CN102184487A (en) * 2011-05-17 2011-09-14 华东师范大学 Pollution source management system based on geographic information system (GIS) technology and one-dimensional water quality model and operation method thereof
CN103577640A (en) * 2013-11-01 2014-02-12 上海市水务规划设计研究院 Method for setting city initial rainwater interception standard
CN104809520A (en) * 2015-04-29 2015-07-29 四川大学 Step-by-step method for controlling total amount of air pollution
MD4382C1 (en) * 2014-08-22 2016-06-30 Государственный Университет Молд0 Combined biogas-production reactor

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2253596A1 (en) * 2009-05-15 2010-11-24 Jiangxi JDL Environmental Protection Research Ltd. Method for removing phosphorus using membrane bioreactor
CN101976380A (en) * 2010-09-14 2011-02-16 华北电力大学 Method for performing real-time regulation and control and digital management on water environment
CN102184487A (en) * 2011-05-17 2011-09-14 华东师范大学 Pollution source management system based on geographic information system (GIS) technology and one-dimensional water quality model and operation method thereof
CN103577640A (en) * 2013-11-01 2014-02-12 上海市水务规划设计研究院 Method for setting city initial rainwater interception standard
MD4382C1 (en) * 2014-08-22 2016-06-30 Государственный Университет Молд0 Combined biogas-production reactor
CN104809520A (en) * 2015-04-29 2015-07-29 四川大学 Step-by-step method for controlling total amount of air pollution

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
OCEANPVG: ""2015年—2019年浙江省智慧城市标准制修订导向目录"", 《百度文库》 *
单保庆,王超,李叙勇,李文赞,张洪: ""基于水质目标管理的河流治理方案制定方法及其案例研究"", 《环境科学学报》 *

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107500474A (en) * 2017-09-15 2017-12-22 武昌理工学院 A kind of domestic sewage in rural areas Scatter Gather and the method and system of processing
CN108821506A (en) * 2018-06-22 2018-11-16 广州同康科技发展有限公司 A kind of rural dispersed sewage disposal system and method
CN109081444B (en) * 2018-07-21 2021-06-15 湖南省林业科学院 A method of biological control of agricultural non-point source pollution
CN109081444A (en) * 2018-07-21 2018-12-25 湖南省林业科学院 A kind of method of biological treating agricultural non-point source pollution
CN109828093A (en) * 2019-03-28 2019-05-31 安徽中标环境科技有限公司 Rural black and odorous water river on-line monitoring base station
CN109828093B (en) * 2019-03-28 2023-09-08 安徽中标环境科技有限公司 Rural black and odorous water river on-line monitoring base station
CN110119900A (en) * 2019-05-16 2019-08-13 中建一局华江建设有限公司 Black and odorous water body elimination method based on ecological bearing capacity of urban drainage basin water
CN110759480B (en) * 2019-11-04 2021-12-14 张志芳 Functional wetland restoration construction method
CN110759480A (en) * 2019-11-04 2020-02-07 张志芳 Functional wetland restoration construction method
CN111914204A (en) * 2020-07-03 2020-11-10 河海大学 Water quality treatment method based on the difference of water quality targets in the assessment section of the river network and downstream
CN111914204B (en) * 2020-07-03 2023-08-08 河海大学 Water quality treatment method based on target difference of water quality of cross section examined at upstream and downstream of river network
CN111912947A (en) * 2020-08-04 2020-11-10 中国农业科学院农业资源与农业区划研究所 A monitoring method and system for determining agricultural non-point source pollution load in a watershed
CN111912947B (en) * 2020-08-04 2022-07-29 中国农业科学院农业资源与农业区划研究所 A monitoring method and system for determining agricultural non-point source pollution load in a watershed
CN115330261A (en) * 2022-09-17 2022-11-11 武汉广旺科技有限公司 Ecological comprehensive treatment method for black and odorous river channel based on Internet of things technology
CN115330261B (en) * 2022-09-17 2023-06-23 中韬华胜工程科技有限公司 Comprehensive ecological management method for black and odorous rivers based on Internet of Things technology

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