CN115028269A - Regional water pollution treatment method - Google Patents

Regional water pollution treatment method Download PDF

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CN115028269A
CN115028269A CN202210649109.2A CN202210649109A CN115028269A CN 115028269 A CN115028269 A CN 115028269A CN 202210649109 A CN202210649109 A CN 202210649109A CN 115028269 A CN115028269 A CN 115028269A
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water body
regional
control center
plants
pollution treatment
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CN115028269B (en
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黄朱宇
傅润兴
谢斌
余华英
黄鼎芳
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Zhongji Yuanhong Fujian Construction Development Co ltd
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Zhongji Yuanhong Fujian Construction Development Co ltd
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    • 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
    • C02F2209/06Controlling or monitoring parameters in water treatment pH
    • 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
    • C02F2209/08Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
    • 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
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

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  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Microbiology (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biotechnology (AREA)
  • Botany (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The invention relates to the technical field of water pollution treatment, in particular to a regional water pollution treatment method, which comprises the following steps: step S1, detecting various pollution indexes of sewage discharged into regional water; step S2, adjusting the number of animals and plants thrown in the water body according to the change degree of the sewage pollution indexes of each drainage port; step S3, detecting the concentration of water body pollutants to judge whether the water body meets the purification standard; step S4, readjusting the water organism input amount according to the water pollutant concentration and the oxygen content in the water body measured in the step S3; and step S5, periodically detecting the change condition of the ecological environment in the water body of the area and judging the change of the ecological system. The invention effectively ensures that the regional water pollution treatment method can effectively adjust the biological quantity of the regional water according to the content change of each pollution index in the regional water pollutant components to realize the function of ecological self-purification of the regional water by detecting the sewage components at the sewage discharge end of the regional water.

Description

Regional water pollution treatment method
Technical Field
The invention relates to the technical field of water pollution treatment, in particular to a regional water body pollution treatment method.
Background
Water body refers to a natural complex that is a segment covered by water. It not only includes water, but also includes dissolved matter, suspended matter, bottom mud, aquatic organism, etc. according to the position of water body, it can be roughly divided into three types of ground water body, underground water body and sea, etc. which can be mutually converted. Under the action of solar energy and earth surface heat energy, water is continuously circulated among different water bodies through the tri-state change of the water. Because the mode of excessively exploiting underground water and using water falls behind in China, the water resource crisis is deepened continuously and the water shortage in agriculture and cities is serious due to the amazing waste of water resources and the aggravation of water pollution: the water shortage of the agriculture reaches 300 billion cubic meters every year, the drought area is about 2000 hectares, and 8000 ten thousand rural population drinking water is difficult; in cities, 154 cities had water shortage in 1979, 188 cities had water shortage in 1984, and more than 300 cities had water shortage in 1991. According to statistics, the national tap water supply capacity can only guarantee 86% of the peak water demand on average. Therefore, although water is a renewable resource, water is not inexhaustible and is available for human use, and the national industrial production is lost by hundreds of billions of yuan each year due to water shortage.
The water body pollution mainly refers to the phenomenon that pollutants discharged by human activities enter a water body to cause water quality reduction and reduction or loss of utilization value. There are two types of causes of water contamination strictly: one is caused by human factors and mainly is industrial discharged wastewater. In addition, the method also comprises domestic sewage, farmland drainage, pollutants in rainfall elution atmosphere, pollutants in the water body which is eluted by garbage accumulated on the ground through rainfall, and the like; in addition, the water body pollution caused by natural factors, such as weathering and hydrolysis of rocks, volcanic eruption, erosion of the ground by water flow and precipitation and leaching for atmospheric dust fall, also exists. The release of substances by organisms (mainly green plants) in the geochemical cycle is a source of natural pollutants. Since the water pollution caused by human factors is the majority, the water pollution is mainly the pollution caused by human factors.
Chinese patent publication No.: CN112320959B discloses a comprehensive treatment method for urban water body water pollution ecological restoration, which comprises aquatic plant community restoration and animal community restoration, and comprises the following specific steps: s1, carrying out water ecological investigation and evaluation on the polluted water body, and determining an ecological restoration scheme according to pollution source characteristics, water quality/sediment characteristics, restoration targets, functional requirements, construction investment, operation cost and resource utilization factors; s2, repairing near shore; and S3, restoring the polluted water body. Therefore, the technical scheme realizes the gradual realization of the self-purification capacity of the water body by establishing a stable water body ecological system by utilizing the food chain principle of animals and plants in the water body, but the scheme is suitable for ecological restoration of the polluted water body, and for the water body with continuous sewage discharge, the problem of the over-limit sewage purification capacity can not be realized due to the limitation of the self-purification capacity of the water body, meanwhile, as the composition and the quantity of the animals and plants in the water body ecological system have stability within a certain time period, when the pollutant components or the concentration of the sewage discharged from the water body change, the due purification capacity can not be reached according to the sewage treatment requirement, the continuous accumulation of pollution conditions can be caused, the water body ecological system is damaged again, and in the severe environment such as winter, the purification capacity of animals and plants in a water body ecological system is reduced due to seasonal influence, and if the self-purification capacity of the water body is completely depended on, the problem that pollutants in the water body are enriched due to the insufficient purification capacity of the water body is easily caused.
Disclosure of Invention
Therefore, the invention provides a regional water body pollution treatment method, which is used for solving the problem that the water body purification capacity is not matched with the pollutant content due to the change of the pollutant concentration discharged into the water body in the prior art.
In order to achieve the aim, the invention provides a regional water body pollution treatment method, which comprises the following steps:
step S1, detecting various pollution indexes of sewage discharged into regional water bodies by the water quality monitoring terminal equipment of each sewage discharge outlet so as to analyze the pollution indexes of the sewage discharged into the regional water bodies;
step S2, the pollution treatment control center adjusts the number of animals and plants thrown in the water body according to the change degree of the sewage pollution indexes of each discharge port so as to enable the sewage purification capacity of the water body in accordance with the region to be matched with the pollution indexes of the discharged sewage;
step S3, detecting the water pollution concentration of the outlet water of the open water body or the water pollutant concentration of the closed water body to judge whether the purification of the water body to the pollutants discharged into the water body reaches the water body self-purification standard;
step S4, judging whether the water body achieves self-purification according to the concentration of the water body pollutants and the oxygen content in the water body which are measured in the step S3, and if the concentration of the pollutants in the water body does not meet the self-purification standard, readjusting the putting amount of the water body microorganisms and the oxygen-producing plants;
and step S5, periodically detecting the change condition of the ecological environment in the water body of the area to judge the change of the ecological system, and when the self-purification of the water body meets the standard, calculating the quantity of animals and plants meeting the ecological system of the water body and removing the surplus organism number or supplementing the insufficient organism number.
Further, the regional water body is a natural ecosystem with land, water, microorganisms, plants and animals, and comprises an open regional water body with a water flow converging port and/or a water flow outlet and an enclosed regional water body without the water flow converging port and/or the water flow outlet.
Further, in step S1, the water quality monitoring terminal device detects that the pollution indexes of the sewage discharged into the regional water body include the components of each pollutant in the regional water body, the concentration of each pollutant, the pH value of the sewage, the discharge amount of the sewage, the oxygen content of the water body, and the flow rate of the regional water body;
the water quality monitoring terminal equipment is arranged at an upstream sewage outlet of the regional water inflow branch and near the regional water and is used for detecting sewage discharged into the regional water, the components of pollutants in the regional water, the concentration of the pollutants, the pH value of the sewage, the sewage discharge amount, the oxygen content of the water and the flow rate of the regional water;
the pollution index is used for expressing the pollution degree of the sewage through numerical values, and comprises a pH value, a heavy metal content, an organic matter content, a biochemical oxygen demand, a nutrient-rich substance content and a saline-alkali content.
Further, in the step S1, the pollution treatment control center calculates total pollution index data of the water discharged into the area according to the pollution index data of the sewage sample transmitted by the water quality monitoring terminal device, and determines whether the water body can realize self-purification according to the total pollution index data; the pollution treatment control center calculates the total biochemical oxygen demand hz of the water body discharged into the area according to the biochemical oxygen demand of the sewage sample transmitted by the water quality monitoring terminal equipment and preliminarily determines whether the biochemical oxygen demand of the sewage exceeds the self-purification capacity of the water body according to the hz, and sets the hz to h1+ … hi + … + hn, wherein hi is the biochemical oxygen demand of the sewage sample transmitted by the ith water quality monitoring terminal equipment, and n is the number of the water quality monitoring terminal equipment in the area water body; the pollution treatment control center is provided with five-day sewage biochemical oxygen demand standard H0, wherein H0 is more than 0 and less than or equal to 60mg/L,
when hz is less than or equal to H0, the pollution treatment control center preliminarily judges that the biochemical oxygen demand of the discharged sewage meets the standard and the water body can realize self-purification, and the pollution treatment control center judges that the number of animals and plants in the regional water body does not need to be adjusted;
and when hz is larger than H0, the pollution treatment control center preliminarily judges that the biochemical oxygen demand of the discharged sewage does not meet the standard and the sewage exceeds the self-purification capacity of the water body, and the pollution treatment control center preliminarily judges that the quantity of animals and plants in the regional water body needs to be adjusted and determines the adjusted quantity of the animals and plants in the water body ecology according to the variable quantity of hz.
Further, in the step S2, the pollution treatment control center determines the number of animals and plants in the water ecology according to the content change of hz to meet the purification requirement of the sewage; when the pollution treatment control center judges that the biochemical oxygen demand of the discharged sewage does not meet the standard and the sewage exceeds the self-purification capacity of the water body, the pollution treatment control center determines the number of the water body oxygen producing plants needing to be supplemented according to the difference delta H between hz and H0, sets delta H as hz-H0, and is provided with a first biochemical oxygen demand difference standard delta H1, a second biochemical oxygen demand difference standard delta H2, a first oxygen producing plant regulating coefficient alpha 1 and a second oxygen producing plant regulating coefficient alpha 2, wherein the delta H1 is more than 0 and less than delta H2 and less than 100mg/L, the alpha 1 is more than 0 and less than alpha 2 and less than or equal to 0.5,
when the delta H is less than the delta H1, the pollution treatment control center judges that the difference value of the oxygen demand of the sewage meets the standard and the oxygen-producing plants of the water body can meet the oxygen demand without supplementing the number of the oxygen-producing plants of the water body;
when delta H1 is not less than or equal to delta H2, the pollution treatment control center judges that the difference value of the oxygen demand of the sewage does not meet the standard and the oxygen producing plants in the water body do not meet the requirement of oxygen, and the pollution treatment control center calculates the number of the oxygen producing plants in the water body to be supplemented by adopting a first oxygen producing plant regulating coefficient alpha 1;
when delta H is more than delta H2, the pollution treatment control center judges that the difference value of the oxygen demand of the sewage does not meet the standard and the oxygen producing plants in the water body do not meet the oxygen demand, and the pollution treatment control center calculates the number of the oxygen producing plants in the water body to be supplemented by adopting a second oxygen producing plant regulating coefficient alpha 2;
when the pollution treatment control center adopts the ith oxygen-producing plant regulating coefficient alpha i to calculate the number of the oxygen-producing plants needing to be supplemented to the water body, wherein i is 1, 2, the number of the oxygen-producing plants in the regulated water body is recorded as M ', and M' is set to be (hz/H0+ alpha i) multiplied by M0, wherein M0 is the number of the oxygen-producing plants in the water body before regulation.
Further, in the step S3, the pollution treatment control center controls the water quality monitoring terminal device to periodically detect the biochemical oxygen demand in the water flow outlet of the water body in the open area or the water body in the closed area to determine whether the water body in the area is self-cleaned, and when the pollution treatment control center determines that the number of animals and plants in the water body in the area does not need to be adjusted or the number of animals and plants in the ecology of the water body in the water body is adjusted, the pollution treatment control center determines whether the purification of the discharged sewage by the water body ecosystem meets the self-cleaning standard according to the biochemical oxygen demand ha in the water body in the water flow outlet of the water body in the open area or the water body in the closed area detected by the water quality monitoring terminal device; the pollution treatment control center is provided with a first preset first water body purification biochemical oxygen demand standard H10 and a second water body purification biochemical oxygen demand standard H20, wherein H10 is more than 10mg/L and H20 is more than 30mg/L,
when ha is less than or equal to H10, the pollution treatment control center judges that the water body in the area meets the self-cleaning standard;
when the H10 is more than ha and less than or equal to H20, the pollution treatment control center judges that the regional water body does not meet the self-purification standard and needs to adjust the microbial count of the regional water body according to the oxygen content of the regional water body;
when ha is more than H20, the pollution treatment control center judges that the regional water body does not meet the self-purification standard and needs to adjust the number of microorganisms and the number of oxygen-producing plants in the regional water body according to the oxygen content of the regional water body.
Further, in the step S4, when the pollution treatment control center determines that the regional water does not meet the self-purification standard, the pollution treatment control center controls the water quality monitoring terminal device to periodically detect the oxygen content of the regional water and determines the adjustment mode for the regional water ecosystem according to the detected biochemical oxygen demand ha in the water and the detected oxygen content P of the regional water, the pollution treatment control center is provided with a first water oxygen content standard P1, a first water oxygen content standard P2, a first ecological adjustment coefficient β 1, a second ecological adjustment coefficient β 2 and a third ecological adjustment coefficient β 3, wherein 4mg/L < P1 < P2 < 8mg/L, 1 < β 2 < β 3 < 2,
when H10 < ha ≦ H20,
if P is more than or equal to P2, the pollution treatment control center judges that the oxygen content of the regional water body is high, and the pollution treatment control center adjusts the microbial quantity of the regional water body by adopting a third ecological adjustment coefficient beta 3;
if the P1 is not more than P and is less than P2, the pollution treatment control center judges that the oxygen content of the regional water body meets the standard, and the pollution treatment control center judges that the number of the microorganisms in the regional water body is regulated by adopting a second ecological regulation coefficient beta 2;
if P is less than P1, the pollution treatment control center judges that the oxygen content of the regional water body is low, and the pollution treatment control center judges that the number of microorganisms and the number of oxygen-producing plants in the regional water body are adjusted by adopting a first ecological adjustment coefficient beta 1;
when ha > H20,
if P is more than or equal to P2, the pollution treatment control center judges that the oxygen content of the regional water body is high, and the pollution treatment control center adjusts the microbial quantity of the regional water body and the quantity of the oxygen-producing plants in the water body by adopting a third ecological adjustment coefficient beta 3;
if the P1 is not more than P and is less than P2, the pollution treatment control center judges that the oxygen content of the regional water body meets the standard, and the pollution treatment control center judges that the number of microorganisms in the regional water body and the number of oxygen-producing plants in the water body are adjusted by adopting a second ecological adjustment coefficient beta 2;
if P is less than P1, the pollution treatment control center judges that the oxygen content of the regional water body is low, and the pollution treatment control center judges that the number of microorganisms and the number of oxygen-producing plants in the regional water body are adjusted by adopting a first ecological adjustment coefficient beta 1;
when the pollution treatment control center judges that the j-th ecological regulation coefficient beta j is adopted to regulate the number of the microorganisms in the regional water body, wherein j is 1, 2 and 3, the number of the microorganisms in the regional water body after regulation is recorded as Ma ', Ma' is Ma multiplied by beta j, and Ma is the number of the microorganisms in the regional water body before regulation; when the pollution treatment control center judges that the number of the aquatic aerogenic plants is regulated by adopting the j-th ecological regulation coefficient beta j, the number of the regulated aquatic aerogenic plants is recorded as Mb ', and Mb' is set as Mb x (beta j + ha/H10), wherein Mb is the number of the aquatic aerogenic plants before regulation.
Further, in step S5, the pollution processing control center controls the water ecology detection device to detect ecological indexes of the regional water including the number of animals living in the regional water, the number of animals living in a range on the water surface of the regional water, the number of plants in the regional water, the number of microorganisms living in the regional water, pollution index data of the regional water, and pollution conditions of the water surface of the regional water;
the pollution treatment control center controls the water body ecological detection device to detect the number of animals, the number of plants, the number of microorganisms and pollution index data of the regional water body;
the water body ecology detection device is arranged in a regional water body and used for detecting the number of animals, the number of plants, the number of microorganisms of the regional water body and pollution index data of the regional water body, and comprises an underwater ecology monitor which is arranged below the water surface of the regional water body and used for detecting the microorganisms living in the regional water body, the animals living in the regional water body, aquatic plants and the water quality of the regional water body, and an aquatic ecology detector which is arranged far away from a water source of the regional water body and used for monitoring the pollution of the animals living on the water surface of the regional water body, emergent aquatic plants and the water surface of the regional water body.
Further, in the step S5, the pollution process control center determines the ecological stability of the regional water according to the variation degree of the plant number in the regional water, when the pollution process control center determines that the regional water meets the self-purification standard, the pollution process control center controls the water ecology detection device to periodically detect the plant number in the regional water and calculates the plant number drift percentage Q according to the plant number Mc 'in the current detection region water and the plant number Mc in the previous detection region water, the pollution process control center determines whether the ecological stability of the regional water meets the standard according to Q, and sets Q ═ Mc'/Mc-1 |, the pollution process control center is provided with a first ecological stability drift percentage standard Q1 and a second ecological stability drift percentage standard Q2, wherein 0 < Q1 < Q2 < 1,
when Q is less than or equal to Q1, the ecological stability of the water body in the area is judged to meet the standard by the pollution treatment control center;
when Q is more than Q1 and less than or equal to Q2, the pollution treatment control center judges that the ecological stability of the regional water body tends to deteriorate and regulates the number of plants in the regional water body again according to the number of plants in the regional water body;
and when Q is greater than Q2, the pollution treatment control center judges that the ecological stability of the regional water body is poor and preliminarily judges that the regional water body is in season alternation, and the pollution treatment control center determines the ecological stability of the regional water body again according to the season in which the regional water body is located.
Further, in the step S5, when the pollution treatment control center determines that the ecological stability of the regional water body tends to deteriorate and the number of plants in the regional water body needs to be adjusted, the current number of plants Mc' in the regional water body is compared with the number of plants Mc in the regional water body detected last time to determine an adjustment manner for the number of plants in the regional water body;
when Mc' is less than Mc, the pollution treatment control center judges that the number of plants in the regional water body is low and the plants need to be supplemented to the regional water body so as to meet the self-purification function of the regional water body;
when Mc' is greater than Mc, the pollution treatment control center judges that the number of plants in the regional water body is high and the plants need to be removed from the regional water body so as to recover the self-cleaning function of the regional water body.
Further, in the step S5, when the pollution treatment control center determines that the ecological stability of the regional water body tends to deteriorate and the number of plants in the regional water body needs to be supplemented or removed, the pollution treatment control center determines the number of plants in the regional water body according to a difference Δ Mc between the current number of plants Mc 'in the regional water body and the number of plants Mc in the regional water body detected last time, and sets Δ Mc to Mc' -Mc; the pollution treatment control center is provided with a first plant quantity difference standard delta Mc01, a second plant quantity difference standard delta Mc02, a first plant quantity stability regulating coefficient omega 1, a second plant quantity stability regulating coefficient omega 2 and a third plant quantity stability regulating coefficient omega 3, wherein delta Mc01 is more than 0 and less than delta Mc02, 0 is more than omega 1 and less than 0.5 is more than omega 2 and less than 1 and less than omega 3 and less than 2,
if Mc' < Mc,
when delta Mc is less than delta Mc01, the pollution treatment control center judges that the number of plants in the regional water body is in a first reduction interval and adjusts the number of plants in the regional water body by adopting a first plant number stability adjustment coefficient omega 1;
when the delta Mc01 is not less than the delta Mc and is less than the delta Mc02, the pollution treatment control center judges that the number of the plants in the regional water body is in a second reduction interval and adjusts the number of the plants in the regional water body by adopting a second plant number stability adjustment coefficient omega 2;
when delta Mc is larger than delta Mc02, the pollution treatment control center judges that the number of plants in the regional water body is in a third reduction interval and adjusts the number of plants in the regional water body by adopting a third plant number stability adjustment coefficient omega 3;
if Mc' is greater than Mc, then,
when delta Mc is less than delta Mc01, the pollution treatment control center judges that the number of plants in the regional water body is in a first saturation region and adjusts the number of plants in the regional water body by adopting a first plant number stability adjustment coefficient omega 1;
when the delta Mc01 is not less than the delta Mc and is less than the delta Mc02, the pollution treatment control center judges that the number of the plants in the regional water body is in a second saturation region and adjusts the number of the plants in the regional water body by adopting a second plant number stability adjustment coefficient omega 2;
when delta Mc is larger than delta Mc02, the pollution treatment control center judges that the number of plants in the regional water body is in a third saturation region and adjusts the number of plants in the regional water body by adopting a third plant number stability adjustment coefficient omega 3;
when the pollution treatment control center judges that the number of plants in the regional water body is adjusted by using omega 1, recording the number of the plants in the regional water body after adjustment as Mc, and setting Mc ═ Mc' × (1-omega 1);
when the pollution treatment control center judges that the number of the plants in the regional water body is adjusted by using omega k, wherein k is 1, 2 and 3, the number of the plants in the regional water body after adjustment is recorded as Mc, and when Mc '< Mc, the Mc is marked as Mc' × (1+ omega k); when Mc '> Mc, Mc "═ Mc' × (1- ω k) is set.
Further, the ecological detection device of water includes:
a housing configured as an enclosed structure;
the camera module is arranged in the water body ecology detection device, is connected with the shell and is used for shooting and/or recording pictures of the regional water body environment;
the image analysis processing module is arranged in the water body ecology detection device, is connected with the camera module and is used for analyzing the pictures and/or image information of the regional water body shot by the camera module so as to calculate the number of animals, plants and microorganisms in the regional water body;
the data transmission module is arranged in the water body ecology detection device, is connected with the image analysis processing module and is used for transmitting data with the pollution treatment control center;
the water sample detection module is arranged in the water body ecological detection device, is connected with the data transmission module and is used for detecting the water quality of the regional water body and transmitting the pollution indexes of the water sample of the regional water body to the pollution treatment control center through the data transmission module;
and the moving module is connected with the shell and the data transmission module and used for moving the water body ecological detection device to a preset position under the control of the pollution treatment control center.
Compared with the prior art, the method has the beneficial effects that the sewage components at the sewage discharge end of the regional water body are detected, and the corresponding quantity of organisms is arranged so as to purify the sewage components discharged in the regional water body through the biological chain, so that the method for treating the regional water body pollution can effectively adjust the biological quantity of the regional water body according to the content change of each pollution index in the regional water body pollutant components, and realize the function of ecological self-purification of the regional water body.
Furthermore, the invention effectively ensures that the method can accurately collect the components of the sewage discharged from the regional water body by detecting the pollution indexes of the sewage discharged from the sewage discharge outlets through arranging the water quality monitoring terminal equipment on the sewage discharge outlets of the regional water body, and further ensures that the method can effectively adjust the biomass of the regional water body according to the content change of each pollution index in the regional water body pollutant components to realize the function of ecological self-purification of the regional water body.
Furthermore, the method is provided with a five-day sewage biochemical oxygen demand standard to preliminarily judge whether the sewage biochemical oxygen demand exceeds the water body self-purification capacity, the sewage sample of the sewage outlet is collected by the water quality monitoring terminal equipment, the biochemical oxygen demand of the sewage sample is detected, and the indexes of the pollution components of oxygen-consuming organic matters commonly existing in domestic sewage, such as biological garbage, grease, sugar, wood dust and the like, can be measured, when the biochemical oxygen demand of the sewage sample exceeds the standard, the pollution exceeds the water body self-purification capacity, the oxygen content of the water body is increased by increasing the number of oxygen-producing plants in the water body, the fact that oxygen consumed by microorganisms decomposing the oxygen-consuming organic matters in the sewage can be supplemented through photosynthesis of the oxygen-producing plants when the water body is self-purified is effectively guaranteed, and the method can further effectively guarantee that the water body can be used for realizing the self-purification of the pollution.
Furthermore, the method of the invention determines whether the water body meets the self-purification standard or not by detecting the content of the pollution index in the regional water body and determines the regulation mode of the regional water body ecological system according to the detected biochemical oxygen demand ha in the water body and the oxygen content p of the regional water body when the regional water body does not meet the self-purification standard, and forms a stable ecological system for purifying the sewage by further regulating the microbial quantity of the regional water body and the quantity of the oxygen-producing plants in the water body, thereby further effectively ensuring that the method of the invention can realize the self-purification function of the water body pollution by adaptively regulating according to the sewage treatment condition.
Furthermore, the method comprises a water body ecology detection device which is used for detecting the number of animals, the number of plants and the number of microorganisms of the regional water body and pollution index data of the regional water body.
Drawings
FIG. 1 is a flow chart of the regional water pollution treatment method of the present invention.
Detailed Description
In order that the objects and advantages of the invention will be more clearly understood, the invention is further described below with reference to examples; it should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Preferred embodiments of the present invention are described below with reference to the accompanying drawings. It should be understood by those skilled in the art that these embodiments are only for explaining the technical principle of the present invention, and do not limit the scope of the present invention.
It should be noted that in the description of the present invention, the terms of direction or positional relationship indicated by the terms "upper", "lower", "left", "right", "inner", "outer", etc. are based on the directions or positional relationships shown in the drawings, which are only for convenience of description, and do not indicate or imply that the device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
Furthermore, it should be noted that, in the description of the present invention, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Referring to fig. 1, which is a flow chart of a regional water pollution treatment method according to the present invention, the present invention provides a regional water pollution treatment method, including the following steps:
step S1, detecting various pollution indexes of the sewage discharged into the regional water body by the water quality monitoring terminal equipment of each sewage discharge outlet so as to analyze the pollution indexes of the sewage discharged into the regional water body;
step S2, the pollution treatment control center adjusts the number of animals and plants thrown in the water body according to the change degree of the sewage pollution indexes of each discharge port so as to enable the sewage purification capacity of the water body in accordance with the region to be matched with the pollution indexes of the discharged sewage;
step S3, detecting the water pollution concentration of the outlet water of the open water body or the water pollutant concentration of the closed water body to judge whether the purification of the water body to the pollutants discharged into the water body reaches the water body self-purification standard;
step S4, judging whether the water body achieves self-purification according to the concentration of the water body pollutants and the oxygen content in the water body which are measured in the step S3, and if the concentration of the pollutants in the water body does not meet the self-purification standard, readjusting the putting amount of the water body microorganisms and the oxygen-producing plants;
and step S5, periodically detecting the change condition of the ecological environment in the water body of the area to judge the change of the ecological system, and when the self-purification of the water body meets the standard, calculating the quantity of animals and plants meeting the ecological system of the water body and removing the surplus organism number or supplementing the insufficient organism number.
Specifically, the regional water body is a natural ecosystem with land, water, microorganisms, plants and animals, and comprises an open regional water body with a water flow converging port and/or a water flow outlet and an enclosed regional water body without the water flow converging port and/or the water flow outlet.
The invention effectively ensures that the method for treating the pollution of the regional water body can effectively adjust the biomass of the regional water body according to the content change of each pollution index in the pollutant components of the regional water body to realize the function of ecological self-purification of the regional water body by detecting the sewage components at the sewage discharge end of the regional water body and arranging a corresponding number of organisms so as to purify the sewage components discharged in the regional water body through a biological chain.
As shown in fig. 1, in step S1, the water quality monitoring terminal device detects pollution indexes of the sewage discharged into the regional water body, including the composition of each pollutant in the regional water body, the concentration of each pollutant, the pH value of the sewage, the discharge amount of the sewage, the oxygen content of the water body, and the flow rate of the regional water body;
the water quality monitoring terminal equipment is arranged at an upstream sewage outlet of the regional water inflow branch and near the regional water and is used for detecting sewage discharged into the regional water, the components of pollutants in the regional water, the concentration of the pollutants, the pH value of the sewage, the sewage discharge amount, the oxygen content of the water and the flow rate of the regional water, and the water quality monitoring terminal equipment comprises a water quality detection module for sampling and detecting a water sample and a water flow detection module for detecting the flow rate of the water;
the pollution index is used for expressing the pollution degree of the sewage through numerical values, and comprises a pH value, a heavy metal content, an organic matter content, a biochemical oxygen demand, a nutrient-rich substance content and a saline-alkali content.
The pollution index items detected by the water quality monitoring terminal equipment can be adaptively adjusted according to actual sewage types, such as civil sewage and industrial sewage, and the purification function is realized by adopting corresponding organisms, so that the details are not repeated. According to the invention, the sewage discharge port of the regional water body is provided with the water quality monitoring terminal equipment to detect the pollution indexes of the sewage discharged from the sewage discharge port, so that the method can effectively ensure that the sewage components discharged from the regional water body can be accurately collected, and further the method can effectively adjust the biological quantity of the regional water body according to the content change of each pollution index in the regional water body pollutant components to realize the function of ecological self-purification of the regional water body.
Specifically, in the step S1, the pollution treatment control center calculates total pollution index data of the water discharged into the area according to various pollution index data of the sewage sample transmitted by the water quality monitoring terminal device, and determines whether the water body can realize self-purification according to the total pollution index data; the pollution treatment control center is provided with a five-day sewage biochemical oxygen demand standard H0, wherein H0 is more than 0 and less than or equal to 60mg/L, the pollution treatment control center controls the water quality monitoring terminal equipment to collect a sewage sample of a sewage discharge outlet and detect the biochemical oxygen demand H of the sewage sample, the pollution treatment control center calculates the total biochemical oxygen demand hz of the water body discharged into the area according to the biochemical oxygen demand of the sewage sample transmitted by the water quality monitoring terminal equipment and preliminarily determines whether the sewage biochemical oxygen demand exceeds the self-purification capacity of the water body according to the hz, and the hz is set to be H1+ … hi + … + hn, wherein hi is the biochemical oxygen demand of the sewage sample transmitted by the ith water quality monitoring terminal equipment, and n is the number of the water quality monitoring terminal equipment in the area;
when hz is less than or equal to H0, the pollution treatment control center preliminarily judges that the biochemical oxygen demand of the discharged sewage meets the standard and the water body can realize self-purification, and the pollution treatment control center judges that the number of animals and plants in the regional water body does not need to be adjusted;
and when hz is larger than H0, the pollution treatment control center preliminarily judges that the biochemical oxygen demand of the discharged sewage does not meet the standard and the sewage exceeds the self-purification capacity of the water body, and the pollution treatment control center preliminarily judges that the quantity of animals and plants in the regional water body needs to be adjusted and determines the adjusted quantity of the animals and plants in the water body ecology according to the variable quantity of hz.
The method of the invention judges the purification capacity of the discharged sewage by presetting the sewage pollution index treatment standard which is adaptive to the regional water body, and can effectively ensure the maximum pollution treatment capacity of the water body under the condition that the current ecological system is not changed.
With reference to fig. 1, in step S2, the pollution treatment control center determines the number of animals and plants in the water ecology according to the content change of hz to meet the requirement of sewage purification; when the pollution treatment control center judges that the biochemical oxygen demand of the discharged sewage does not meet the standard and the sewage exceeds the self-purification capacity of the water body, the pollution treatment control center determines the number of the water body oxygen producing plants needing to be supplemented according to the difference delta H between hz and H0, sets delta H as hz-H0, and is provided with a first biochemical oxygen demand difference standard delta H1, a second biochemical oxygen demand difference standard delta H2, a first oxygen producing plant regulating coefficient alpha 1 and a second oxygen producing plant regulating coefficient alpha 2, wherein the delta H1 is more than 0 and less than delta H2 and less than 100mg/L, the alpha 1 is more than 0 and less than alpha 2 and less than or equal to 0.5,
when the delta H is less than the delta H1, the pollution treatment control center judges that the difference value of the oxygen demand of the sewage meets the standard and the oxygen-producing plants of the water body can meet the oxygen demand without supplementing the number of the oxygen-producing plants of the water body;
when the delta H1 is not less than the delta H is not less than the delta H2, the pollution treatment control center judges that the difference value of the oxygen demand of the sewage does not meet the standard and the oxygen producing plants in the water body do not meet the oxygen demand, and the pollution treatment control center calculates the number of the oxygen producing plants needing to be supplemented with the water body by adopting a first oxygen producing plant regulation coefficient alpha 1;
when delta H is more than delta H2, the pollution treatment control center judges that the difference value of the oxygen demand of the sewage does not meet the standard and the oxygen producing plants in the water body do not meet the oxygen demand, and the pollution treatment control center calculates the number of the oxygen producing plants in the water body to be supplemented by adopting a second oxygen producing plant regulating coefficient alpha 2;
when the pollution treatment control center adopts the ith oxygen producing plant regulating coefficient alpha i to calculate the number of the oxygen producing plants needing to be supplemented to the water body, wherein i is 1, 2, the number of the oxygen producing plants in the regulated water body is recorded as M ', and M' is set as (hz/H0+ alpha i) multiplied by M0, wherein M0 is the number of the oxygen producing plants in the water body before regulation.
According to the method, the sewage biochemical oxygen demand standard of five days is set to preliminarily judge whether the sewage biochemical oxygen demand exceeds the self-purification capacity of the water body, the sewage sample of the sewage discharge outlet is collected through the water quality monitoring terminal equipment, the biochemical oxygen demand of the sewage sample is detected, and the indexes of pollution components such as biological garbage, grease, sugar, wood dust and the like which are ubiquitous in domestic sewage can be measured, when the biochemical oxygen demand of the sewage sample exceeds the standard, the pollution exceeds the self-purification capacity of the water body, the oxygen content of the water body is increased by increasing the number of oxygen producing plants in the water body, the fact that oxygen consumed by microorganisms decomposing oxygen consuming organic matters in the sewage can be supplemented through photosynthesis of the oxygen producing plants during the self-purification of the water body is effectively guaranteed, and further, the method can effectively guarantee that the self-purification of the pollution can be realized by the water body.
Continuing to refer to fig. 1, in the step S3, the pollution treatment control center controls the water quality monitoring terminal device to periodically detect the biochemical oxygen demand in the water flow outlet of the water body in the open area or the water body in the closed area to determine whether the water body in the area is self-cleaned, and when the pollution treatment control center determines that the number of animals and plants in the water body in the area does not need to be adjusted or the number of animals and plants in the water body ecology is completely adjusted, the pollution treatment control center determines whether the purification of the discharged sewage by the water body ecosystem meets the self-cleaning standard according to the biochemical oxygen demand ha in the water body in the open area or the closed area detected by the water quality monitoring terminal device; the pollution treatment control center is provided with a first preset first water body purification biochemical oxygen demand standard H10 and a second water body purification biochemical oxygen demand standard H20, wherein H10 is more than 10mg/L and H20 is more than 30mg/L,
when ha is less than or equal to H10, the pollution treatment control center judges that the water body in the area meets the self-cleaning standard;
when the ha is more than H10 and less than or equal to H20, the pollution treatment control center judges that the regional water body does not meet the self-purification standard and needs to adjust the microbial population of the regional water body according to the oxygen content of the regional water body;
when ha is more than H20, the pollution treatment control center judges that the regional water body does not meet the self-purification standard and needs to adjust the number of microorganisms and the number of oxygen-producing plants in the regional water body according to the oxygen content of the regional water body.
Continuing to refer to fig. 1, in step S4, when the pollution treatment control center determines that the regional water body does not meet the self-purification standard, the pollution treatment control center controls the water quality monitoring terminal device to periodically detect the oxygen content of the regional water body and determine the adjustment mode of the regional water body ecosystem according to the detected biochemical oxygen demand ha in the water body and the oxygen content P of the regional water body, the pollution treatment control center is provided with a first water body oxygen content standard P1, a first water body oxygen content standard P2, a first ecological adjustment coefficient β 1, a second ecological adjustment coefficient β 2 and a third ecological adjustment coefficient β 3, wherein 4mg/L < P1 < P2 < 8mg/L, 1 < β 2 < β 3 < 2,
when H10 < ha is less than or equal to H20,
if P is more than or equal to P2, the pollution treatment control center judges that the oxygen content of the regional water body is high, and the pollution treatment control center adjusts the microbial quantity of the regional water body by adopting a third ecological adjustment coefficient beta 3;
if the P1 is not more than P and is less than P2, the pollution treatment control center judges that the oxygen content of the regional water body meets the standard, and the pollution treatment control center judges that the number of the microorganisms in the regional water body is regulated by adopting a second ecological regulation coefficient beta 2;
if P is less than P1, the pollution treatment control center judges that the oxygen content of the regional water body is low, and the pollution treatment control center judges that the number of microorganisms and the number of oxygen-producing plants in the regional water body are adjusted by adopting a first ecological adjustment coefficient beta 1;
when ha > H20,
if P is more than or equal to P2, the pollution treatment control center judges that the oxygen content of the regional water body is high, and the pollution treatment control center adjusts the microbial quantity of the regional water body and the quantity of the oxygen-producing plants in the water body by adopting a third ecological adjustment coefficient beta 3;
if the P1 is not more than P and is less than P2, the pollution treatment control center judges that the oxygen content of the regional water body meets the standard, and the pollution treatment control center judges that the number of microorganisms in the regional water body and the number of oxygen-producing plants in the water body are adjusted by adopting a second ecological adjustment coefficient beta 2;
if P is less than P1, the pollution treatment control center judges that the oxygen content of the regional water body is low, and the pollution treatment control center judges that the number of microorganisms and the number of oxygen-producing plants in the regional water body are adjusted by adopting a first ecological adjustment coefficient beta 1;
when the pollution treatment control center judges that the j-th ecological regulation coefficient beta j is adopted to regulate the number of the microorganisms in the regional water body, wherein j is 1, 2 and 3, the number of the microorganisms in the regional water body after regulation is recorded as Ma ', Ma' is Ma multiplied by beta j, and Ma is the number of the microorganisms in the regional water body before regulation; when the pollution treatment control center judges that the number of the aquatic oxygen producing plants is regulated by adopting the j-th ecological regulation coefficient beta j, the number of the aquatic oxygen producing plants after regulation is recorded as Mb ', Mb' is set as Mb x (beta j + ha/H10), and Mb is the number of the aquatic oxygen producing plants before regulation.
The method determines whether the water body meets the self-purification standard or not by detecting the content of the pollution index in the regional water body, determines the regulation mode of the regional water body ecological system according to the detected biochemical oxygen demand ha in the water body and the oxygen content p of the regional water body by detecting the oxygen content of the regional water body when the regional water body does not meet the self-purification standard, and purifies the sewage by further regulating the number of microorganisms in the regional water body and the number of oxygen-producing plants in the water body to form a stable ecological system in the regional water body.
As shown in fig. 1, in step S5, the pollution treatment control center controls the water ecology detection device to detect ecological indexes of the regional water body, including the number of animals living in the regional water body, the number of animals living in a range on the water surface of the regional water body, the number of plants in the regional water body, the number of microorganisms living in the regional water body, pollution index data of the regional water body, and pollution conditions of the water surface of the regional water body;
the water body ecological detection device is arranged in a regional water body and is used for detecting the number of animals, the number of plants, the number of microorganisms and pollution index data of the regional water body, and comprises an underwater ecological monitor which is arranged below the water surface of the regional water body and is used for detecting the microorganisms living in the regional water body, the animals living in the regional water body, aquatic plants and the water quality of the regional water body, and an aquatic ecological monitor which is arranged away from a water source of the regional water body and is used for monitoring the pollution of the animals living on the water surface of the regional water body, emergent aquatic plants and the water surface of the regional water body.
Specifically, in the step S5, the pollution process control center determines the ecological stability of the regional water body according to the variation degree of the plant number in the regional water body, when the regional water body is determined to meet the self-purification standard, the pollution process control center controls the water body ecology detection device to periodically detect the plant number in the regional water body and calculates the plant number drift percentage Q according to the plant number Mc 'in the current detection region water body and the plant number Mc in the previous detection region water body, the pollution process control center determines whether the ecological stability of the regional water body meets the standard according to Q, and sets Q ═ Mc'/Mc-1, the pollution process control center is provided with a first ecological stability drift percentage standard Q1 and a second ecological stability drift percentage standard Q2, wherein 0 < Q1 < Q2 < 1,
when Q is not more than Q1, the pollution treatment control center judges that the ecological stability of the regional water body meets the standard;
when Q is more than Q1 and less than or equal to Q2, the pollution treatment control center judges that the ecological stability of the regional water body tends to deteriorate and regulates the number of plants in the regional water body again according to the number of plants in the regional water body;
and when Q is greater than Q2, the pollution treatment control center judges that the ecological stability of the regional water body is poor and preliminarily judges that the regional water body is in season alternation, and the pollution treatment control center determines the ecological stability of the regional water body again according to the season in which the regional water body is located.
Specifically, in the step S5, when the pollution treatment control center determines that the ecological stability of the regional water body tends to deteriorate and the number of plants in the regional water body needs to be adjusted, the current number of plants Mc' in the regional water body is compared with the number of plants Mc in the regional water body detected last time to determine an adjustment manner for the number of plants in the regional water body;
when Mc' is less than Mc, the pollution treatment control center judges that the number of plants in the regional water body is low and the plants need to be supplemented to the regional water body so as to meet the self-purification function of the regional water body;
when Mc' is greater than Mc, the pollution treatment control center judges that the number of plants in the regional water body is high and the plants need to be removed from the regional water body so as to recover the self-cleaning function of the regional water body.
Specifically, in the step S5, when the pollution treatment control center determines that the ecological stability of the regional water body tends to deteriorate and the number of plants in the regional water body needs to be supplemented or removed, the pollution treatment control center determines the number of plants in the regional water body according to the difference Δ Mc between the current number Mc 'of plants in the regional water body and the number Mc of plants in the regional water body detected last time, and sets Δ Mc ═ Mc' -Mc; the pollution treatment control center is provided with a first plant quantity difference standard delta Mc01, a second plant quantity difference standard delta Mc02, a first plant quantity stability regulating coefficient omega 1, a second plant quantity stability regulating coefficient omega 2 and a third plant quantity stability regulating coefficient omega 3, wherein delta Mc01 is more than 0 and less than delta Mc02, 0 is more than omega 1 and less than 0.5 is more than omega 2 and less than 1 and less than omega 3 and less than 2,
if Mc' < Mc,
when delta Mc is less than delta Mc01, the pollution treatment control center judges that the number of plants in the regional water body is in a first reduction interval and adjusts the number of plants in the regional water body by adopting a first plant number stability adjustment coefficient omega 1;
when the delta Mc01 is not less than the delta Mc and is less than the delta Mc02, the pollution treatment control center judges that the number of the plants in the regional water body is in a second reduction interval and adjusts the number of the plants in the regional water body by adopting a second plant number stability adjustment coefficient omega 2;
when delta Mc is larger than delta Mc02, the pollution treatment control center judges that the number of plants in the regional water body is in a third reduction interval and adjusts the number of plants in the regional water body by adopting a third plant number stability adjustment coefficient omega 3;
if Mc' is greater than Mc, then,
when delta Mc is less than delta Mc01, the pollution treatment control center judges that the number of plants in the regional water body is in a first saturation region and adjusts the number of plants in the regional water body by adopting a first plant number stability adjustment coefficient omega 1;
when the delta Mc01 is not less than the delta Mc and is less than the delta Mc02, the pollution treatment control center judges that the number of the plants in the regional water body is in a second saturation region and adjusts the number of the plants in the regional water body by adopting a second plant number stability adjustment coefficient omega 2;
when delta Mc is more than delta Mc02, the pollution treatment control center judges that the number of plants in the regional water body is in a third saturation region and adjusts the number of plants in the regional water body by adopting a third plant number stability adjustment coefficient omega 3;
when the pollution treatment control center judges that the number of plants in the regional water body is adjusted by using omega 1, recording the number of the plants in the regional water body after adjustment as Mc, and setting Mc ═ Mc' × (1-omega 1);
when the pollution treatment control center judges that the number of the plants in the regional water body is adjusted by using omega k, wherein k is 1, 2 and 3, the number of the plants in the regional water body after adjustment is recorded as Mc, and when Mc '< Mc, the Mc is marked as Mc' × (1+ omega k); when Mc '> Mc, Mc "═ Mc' × (1- ω k) is set.
Specifically, the water body ecology detection device includes:
a housing configured as an enclosed structure;
the camera module is arranged in the water body ecological detection device, connected with the shell and used for shooting and/or recording pictures of the regional water body environment;
the image analysis processing module is arranged in the water body ecology detection device, is connected with the camera module and is used for analyzing the pictures and/or image information of the regional water body shot by the camera module so as to calculate the number of animals, plants and microorganisms in the regional water body;
the data transmission module is arranged in the water body ecological detection device, connected with the image analysis processing module and used for transmitting data with the pollution treatment control center;
the water sample detection module is arranged in the water body ecological detection device, is connected with the data transmission module and is used for detecting the water quality of the regional water body and transmitting the pollution indexes of the water sample of the regional water body to the pollution treatment control center through the data transmission module;
and the moving module is connected with the shell and the data transmission module and used for moving the water body ecological detection device to a preset position under the control of the pollution treatment control center.
The method comprises a water body ecology detection device, wherein the water body ecology detection device is used for detecting the number of animals, the number of plants and the number of microorganisms of the regional water body and pollution index data of the regional water body.
So far, the technical solutions of the present invention have been described in connection with the preferred embodiments shown in the drawings, but it is easily understood by those skilled in the art that the scope of the present invention is obviously not limited to these specific embodiments. Equivalent changes or substitutions of related technical features can be made by those skilled in the art without departing from the principle of the invention, and the technical scheme after the changes or substitutions can fall into the protection scope of the invention.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention; various modifications and alterations to this invention will become apparent to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (10)

1. A regional water body pollution treatment method is characterized by comprising the following steps:
step S1, detecting various pollution indexes of sewage discharged into regional water bodies by the water quality monitoring terminal equipment of each sewage discharge outlet so as to analyze the pollution indexes of the sewage discharged into the regional water bodies;
step S2, the pollution treatment control center adjusts the number of animals and plants thrown in the water body according to the change degree of the sewage pollution indexes of each discharge port so as to enable the sewage purification capacity of the water body in accordance with the region to be matched with the pollution indexes of the discharged sewage;
step S3, detecting the water pollution concentration of the outlet water of the open water body or the water pollutant concentration of the closed water body to judge whether the purification of the water body to the pollutants discharged into the water body reaches the water body self-purification standard;
step S4, judging whether the water body achieves self-purification according to the concentration of the water body pollutants and the oxygen content in the water body which are measured in the step S3, and if the concentration of the pollutants in the water body does not meet the self-purification standard, readjusting the putting amount of the water body microorganisms and the oxygen-producing plants;
and step S5, periodically detecting the change condition of the ecological environment in the water body of the area to judge the change of the ecological system, and when the self-purification of the water body meets the standard, calculating the quantity of animals and plants meeting the ecological system of the water body and removing the surplus organism number or supplementing the insufficient organism number.
2. The method for treating regional water pollution according to claim 1, wherein in step S1, the water quality monitoring terminal device detects pollution indexes of the sewage discharged into the regional water body, including composition of each pollutant in the regional water body, concentration of each pollutant, pH of the sewage, discharge amount of the sewage, oxygen content of the water body, and flow rate of the regional water body.
3. The regional water pollution treatment method according to claim 2, wherein in step S1, the pollution treatment control center calculates total pollution index data of the sewage sample discharged into the regional water body according to each pollution index data of the sewage sample transmitted by the water quality monitoring terminal device and determines whether the water body can realize self-purification according to the total pollution index data; the pollution treatment control center calculates the total biochemical oxygen demand hz of the water body discharged into the area according to the biochemical oxygen demand of the sewage sample transmitted by the water quality monitoring terminal equipment and preliminarily determines whether the biochemical oxygen demand of the sewage exceeds the self-purification capacity of the water body according to the hz, and sets the hz to h1+ … hi + … + hn, wherein hi is the biochemical oxygen demand of the sewage sample transmitted by the ith water quality monitoring terminal equipment, and n is the number of the water quality monitoring terminal equipment in the area water body; the pollution treatment control center is provided with five-day sewage biochemical oxygen demand standard H0, wherein H0 is more than 0 and less than or equal to 60mg/L,
when hz is less than or equal to H0, the pollution treatment control center preliminarily judges that the biochemical oxygen demand of the discharged sewage meets the standard and the water body can realize self-purification, and the pollution treatment control center judges that the number of animals and plants in the regional water body does not need to be adjusted;
and when hz is larger than H0, the pollution treatment control center preliminarily judges that the biochemical oxygen demand of the discharged sewage does not meet the standard and the sewage exceeds the self-purification capacity of the water body, and the pollution treatment control center preliminarily judges that the quantity of animals and plants in the regional water body needs to be adjusted and determines the adjusted quantity of the animals and plants in the water body ecology according to the variable quantity of hz.
4. The regional water pollution treatment method according to claim 3, wherein in the step S2, the pollution treatment control center determines the number of animals and plants in the water ecology according to the content variation of hz so as to meet the purification requirement of the sewage; when the pollution treatment control center judges that the biochemical oxygen demand of the discharged sewage does not meet the standard and the sewage exceeds the self-purification capacity of the water body, the pollution treatment control center determines the number of the oxygen-producing plants of the water body to be supplemented according to the difference delta H between hz and H0, sets delta H as hz-H0, and is provided with a first biochemical oxygen demand difference standard delta H1, a second biochemical oxygen demand difference standard delta H2, a first oxygen-producing plant regulating coefficient alpha 1 and a second oxygen-producing plant regulating coefficient alpha 2, wherein the difference between 0 and delta H1 and delta H2 is less than 100mg/L, the difference between 0 and alpha 1 is less than or equal to 0.5,
when the delta H is less than the delta H1, the pollution treatment control center judges that the difference value of the oxygen demand of the sewage meets the standard and the oxygen-producing plants of the water body can meet the oxygen demand without supplementing the number of the oxygen-producing plants of the water body;
when the delta H1 is not less than the delta H is not less than the delta H2, the pollution treatment control center judges that the difference value of the oxygen demand of the sewage does not meet the standard and the oxygen producing plants in the water body do not meet the oxygen demand, and the pollution treatment control center calculates the number of the oxygen producing plants needing to be supplemented with the water body by adopting a first oxygen producing plant regulation coefficient alpha 1;
when delta H is more than delta H2, the pollution treatment control center judges that the difference value of the oxygen demand of the sewage does not meet the standard and the oxygen producing plants in the water body do not meet the oxygen demand, and the pollution treatment control center calculates the number of the oxygen producing plants in the water body to be supplemented by adopting a second oxygen producing plant regulating coefficient alpha 2;
when the pollution treatment control center adopts the ith oxygen-producing plant regulating coefficient alpha i to calculate the number of the oxygen-producing plants needing to be supplemented to the water body, wherein i is 1, 2, the number of the oxygen-producing plants in the regulated water body is recorded as M ', and M' is set to be (hz/H0+ alpha i) multiplied by M0, wherein M0 is the number of the oxygen-producing plants in the water body before regulation.
5. The method for treating regional water pollution according to claim 4, wherein in step S3, the pollution treatment control center controls the water quality monitoring terminal equipment to periodically detect the biochemical oxygen demand in the water outlet of the open region water body or the water body of the closed region to determine whether the regional water body achieves self-purification, and when the pollution treatment control center determines that the number of the animals and plants in the regional water body does not need to be adjusted or the number of the animals and plants in the water body ecology is adjusted, the pollution treatment control center determines whether the purification of the discharged sewage by the water ecosystem meets the self-purification standard according to the biochemical oxygen demand ha in the water outlet of the open region water body or the water body of the closed region detected by the water quality monitoring terminal equipment; the pollution treatment control center is provided with a first preset first water body purification biochemical oxygen demand standard H10 and a second water body purification biochemical oxygen demand standard H20, wherein H10 is more than 10mg/L and H20 is more than 30mg/L,
when ha is less than or equal to H10, the pollution treatment control center judges that the water body in the area meets the self-cleaning standard;
when the H10 is more than ha and less than or equal to H20, the pollution treatment control center judges that the regional water body does not meet the self-purification standard and needs to adjust the microbial count of the regional water body according to the oxygen content of the regional water body;
when ha is more than H20, the pollution treatment control center judges that the regional water body does not meet the self-purification standard and needs to adjust the number of microorganisms and the number of oxygen-producing plants in the regional water body according to the oxygen content of the regional water body.
6. The regional water pollution treatment method of claim 5, wherein in step S4, when the pollution treatment control center determines that the regional water does not meet the self-purification standard, the pollution treatment control center controls the water quality monitoring terminal to periodically detect the oxygen content of the regional water and determine the adjustment manner for the regional water ecosystem according to the detected biochemical oxygen demand ha in the water and the oxygen content P of the regional water, and the pollution treatment control center is provided with a first water oxygen content standard P1, a first water oxygen content standard P2, a first ecological adjustment coefficient β 1, a second ecological adjustment coefficient β 2 and a third ecological adjustment coefficient β 3, wherein 4mg/L < P1 < P2 < 8mg/L, 1 < β 2 < β 3 < 2,
when H10 < ha is less than or equal to H20,
if P is more than or equal to P2, the pollution treatment control center judges that the oxygen content of the regional water body is high, and the pollution treatment control center adjusts the microbial quantity of the regional water body by adopting a third ecological adjustment coefficient beta 3;
if the P1 is not more than P and is less than P2, the pollution treatment control center judges that the oxygen content of the regional water body meets the standard, and the pollution treatment control center judges that the number of the microorganisms in the regional water body is regulated by adopting a second ecological regulation coefficient beta 2;
if P is less than P1, the pollution treatment control center judges that the oxygen content of the regional water body is low, and the pollution treatment control center judges that the number of microorganisms and the number of oxygen-producing plants in the regional water body are adjusted by adopting a first ecological adjustment coefficient beta 1;
when ha > H20,
if P is more than or equal to P2, the pollution treatment control center judges that the oxygen content of the regional water body is high, and the pollution treatment control center adjusts the microbial quantity of the regional water body and the quantity of the oxygen-producing plants in the water body by adopting a third ecological adjustment coefficient beta 3;
if the P1 is not more than P and is less than P2, the pollution treatment control center judges that the oxygen content of the regional water body meets the standard, and the pollution treatment control center judges that the number of microorganisms in the regional water body and the number of oxygen-producing plants in the water body are adjusted by adopting a second ecological adjustment coefficient beta 2;
if P is less than P1, the pollution treatment control center judges that the oxygen content of the regional water body is low, and the pollution treatment control center judges that the number of microorganisms and the number of oxygen-producing plants in the regional water body are adjusted by adopting a first ecological adjustment coefficient beta 1;
when the pollution treatment control center judges that the j-th ecological regulation coefficient beta j is adopted to regulate the number of the microorganisms in the regional water body, wherein j is 1, 2 and 3, the number of the microorganisms in the regional water body after regulation is recorded as Ma ', Ma' is Ma multiplied by beta j, and Ma is the number of the microorganisms in the regional water body before regulation; when the pollution treatment control center judges that the number of the aquatic oxygen producing plants is regulated by adopting the j-th ecological regulation coefficient beta j, the number of the aquatic oxygen producing plants after regulation is recorded as Mb ', Mb' is set as Mb x (beta j + ha/H10), and Mb is the number of the aquatic oxygen producing plants before regulation.
7. The method for treating regional water pollution according to claim 2, wherein in step S5, the pollution treatment control center controls the water ecology detection device to detect ecological indicators of the regional water, including the number of animals living in the regional water, the number of animals living on the surface of the regional water, the number of plants in the regional water, the number of microorganisms living in the regional water, the pollution indicator data of the regional water, and the pollution situation of the surface of the regional water.
8. The method as claimed in claim 7, wherein in step S5, the center controls the aquatic ecology detection means to periodically detect the amount of plants in the regional waters and calculate a drift percentage Q of the amount of plants based on the detected amount of plants Mc 'in the regional waters and the detected amount of plants Mc in the regional waters last time when it is determined that the regional waters meet the self-purification criterion, and the center determines whether the ecological stability of the regional waters meets the criterion based on Q, and sets Q ═ Mc'/Mc-1, and the center sets a first ecological stability drift percentage criterion Q1 and a second ecological stability drift percentage criterion Q2, wherein Q1 is more than 0 and Q2 is more than 1,
when Q is less than or equal to Q1, the ecological stability of the water body in the area is judged to meet the standard by the pollution treatment control center;
when Q is more than Q1 and less than or equal to Q2, the pollution treatment control center judges that the ecological stability of the regional water body tends to deteriorate and regulates the number of plants in the regional water body again according to the number of plants in the regional water body;
and when Q is greater than Q2, the pollution treatment control center judges that the ecological stability of the regional water body is poor and preliminarily judges that the regional water body is in season alternation, and the pollution treatment control center determines the ecological stability of the regional water body again according to the season in which the regional water body is located.
9. The regional water pollution treatment method according to claim 8, wherein in the step S5, when the pollution treatment control center determines that the ecological stability of the regional water tends to deteriorate and the number of plants in the regional water needs to be adjusted, the current number of plants Mc' in the regional water is compared with the number of plants Mc in the regional water detected last time to determine the adjustment mode for the number of plants in the regional water;
when Mc' is less than Mc, the pollution treatment control center judges that the number of plants in the regional water body is low and the plants need to be supplemented to the regional water body so as to meet the self-purification function of the regional water body;
when Mc' is greater than Mc, the pollution treatment control center judges that the number of plants in the regional water body is high and the plants need to be removed from the regional water body so as to recover the self-cleaning function of the regional water body.
10. The regional water pollution treatment method according to claim 9, wherein in step S5, when the pollution treatment control center determines that the ecological stability of the regional water tends to deteriorate and the number of plants in the regional water needs to be supplemented or removed, the pollution treatment control center determines the number of plants in the regional water according to a difference Δ Mc between a current number Mc 'of plants in the regional water and a previous number Mc of plants in the regional water, and sets Δ Mc' -Mc; the pollution treatment control center is provided with a first plant quantity difference standard delta Mc01, a second plant quantity difference standard delta Mc02, a first plant quantity stability regulating coefficient omega 1, a second plant quantity stability regulating coefficient omega 2 and a third plant quantity stability regulating coefficient omega 3, wherein delta Mc01 is more than 0 and less than delta Mc02, 0 is more than omega 1 and less than 0.5 is more than omega 2 and less than 1 and less than omega 3 and less than 2,
if Mc' < Mc,
when delta Mc is less than delta Mc01, the pollution treatment control center judges that the number of plants in the regional water body is in a first reduction interval and adjusts the number of plants in the regional water body by adopting a first plant number stability adjustment coefficient omega 1;
when the delta Mc01 is not less than the delta Mc and is less than the delta Mc02, the pollution treatment control center judges that the number of the plants in the regional water body is in a second reduction interval and adjusts the number of the plants in the regional water body by adopting a second plant number stability adjustment coefficient omega 2;
when delta Mc is larger than delta Mc02, the pollution treatment control center judges that the number of plants in the regional water body is in a third reduction interval and adjusts the number of plants in the regional water body by adopting a third plant number stability adjustment coefficient omega 3;
if Mc' > Mc is greater than,
when delta Mc is less than delta Mc01, the pollution treatment control center judges that the number of plants in the regional water body is in a first saturation region and adjusts the number of plants in the regional water body by adopting a first plant number stability adjustment coefficient omega 1;
when the delta Mc01 is not less than the delta Mc and is less than the delta Mc02, the pollution treatment control center judges that the number of the plants in the regional water body is in a second saturation region and adjusts the number of the plants in the regional water body by adopting a second plant number stability adjustment coefficient omega 2;
when delta Mc is larger than delta Mc02, the pollution treatment control center judges that the number of plants in the regional water body is in a third saturation region and adjusts the number of plants in the regional water body by adopting a third plant number stability adjustment coefficient omega 3;
when the pollution treatment control center judges that the number of plants in the regional water body is adjusted by using omega 1, recording the number of the plants in the regional water body after adjustment as Mc, and setting Mc ═ Mc' × (1-omega 1);
when the pollution treatment control center judges that the number of the plants in the regional water body is adjusted by using omega k, wherein k is 1, 2 and 3, the number of the plants in the regional water body after adjustment is recorded as Mc, and when Mc '< Mc, the Mc is marked as Mc' × (1+ omega k); when Mc '> Mc, Mc "═ Mc' × (1- ω k) is set.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115495475A (en) * 2022-11-14 2022-12-20 张家港市东大工业技术研究院 Lake water pollution treatment method and system

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110087933A (en) * 2010-01-27 2011-08-03 주식회사 맥스포 Contaminated water gathering system, contaminated water gathering device and method for the same
CN105565584A (en) * 2014-10-16 2016-05-11 上海库克莱生态科技有限公司 Rapid method for constructing river way water ecosystem
CN107352734A (en) * 2017-02-10 2017-11-17 江苏美景时代环保科技有限公司 A kind of black and odorous river ecosystem reconstructs integrated approach
CN107986448A (en) * 2018-01-06 2018-05-04 孔令聪 A kind of administering method of ecology of water
CN111675352A (en) * 2020-07-17 2020-09-18 张连春 Water conservation and purification method for water source reservoir

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110087933A (en) * 2010-01-27 2011-08-03 주식회사 맥스포 Contaminated water gathering system, contaminated water gathering device and method for the same
CN105565584A (en) * 2014-10-16 2016-05-11 上海库克莱生态科技有限公司 Rapid method for constructing river way water ecosystem
CN107352734A (en) * 2017-02-10 2017-11-17 江苏美景时代环保科技有限公司 A kind of black and odorous river ecosystem reconstructs integrated approach
CN107986448A (en) * 2018-01-06 2018-05-04 孔令聪 A kind of administering method of ecology of water
CN111675352A (en) * 2020-07-17 2020-09-18 张连春 Water conservation and purification method for water source reservoir

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115495475A (en) * 2022-11-14 2022-12-20 张家港市东大工业技术研究院 Lake water pollution treatment method and system

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