CN101723520B - Method for cutting low-pollution water load of venous riverway - Google Patents

Method for cutting low-pollution water load of venous riverway Download PDF

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CN101723520B
CN101723520B CN2009102633756A CN200910263375A CN101723520B CN 101723520 B CN101723520 B CN 101723520B CN 2009102633756 A CN2009102633756 A CN 2009102633756A CN 200910263375 A CN200910263375 A CN 200910263375A CN 101723520 B CN101723520 B CN 101723520B
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钱新
柏益尧
张瑞斌
孙平
窦艳艳
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Nanjing University
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Abstract

本发明公开了静脉河道低污染水负荷削减的方法,属于水处理领域。其步骤为:(1)利用废弃河道或低洼地近自然型河道构建静脉河道,(2)在静脉河道中按水流方向在上游设置生态浮岛与岸边修复带;(3)在静脉河道上游与中游之间设置生态透水坝;(4)在静脉河道中游设置潜没式生态床与生物接触氧化床;(5)在静脉河道中游与下游之间设置生态透水坝;(6)在静脉河道下游设置生态浮岛与岸边修复带。通过本发明的运用,静脉河道中COD、氨氮、总氮和SS的去除率均可达60%以上。最终使静脉河道取得较好的生态效果和景观效果。实现河道功能性、生态性和景观性合一,达到“水清、岸绿、景美”的治理效果,为河网地区的水质改善提供保障。

The invention discloses a method for reducing the low-pollution water load of venous rivers, and belongs to the field of water treatment. The steps are: (1) construct venous channels by using abandoned channels or low-lying near-natural channels; (2) set up ecological floating islands and shore restoration belts in the upstream of the venous channels according to the direction of water flow; (3) build venous channels upstream (4) Set up a submerged ecological bed and a biological contact oxidation bed in the middle reaches of the venous river; (5) Set up an ecological permeable dam between the middle and downstream of the venous river; (6) Set up an ecological permeable dam between the middle and downstream of the venous river; Ecological floating islands and shore restoration belts are set downstream. Through the application of the invention, the removal rates of COD, ammonia nitrogen, total nitrogen and SS in venous channels can reach more than 60%. Finally, the venous channel can achieve better ecological and landscape effects. Realize the integration of river channel functionality, ecology, and landscape, achieve the governance effect of "clear water, green banks, and beautiful scenery", and provide guarantee for the improvement of water quality in river network areas.

Description

静脉河道低污染水负荷削减的方法Method for reducing water load of low pollution in venous river

技术领域 technical field

本发明涉及水体的污染控制方法,更具体的说是静脉河道低污染水负荷削减的方法。The invention relates to a water body pollution control method, more specifically a method for reducing the low-pollution water load of venous rivers.

背景技术 Background technique

污水处理,就是采用各种方法将污水中所含有的污染物分离出来,或将其转化为无害和稳定的物质,从而使污水得到净化。现代的污水处理技术,按其作用原理,可以分为物理法、化学法和生物法。(1)物理处理方法主要是利用过滤、沉淀、浮选等方法除去悬浮物。(2)化学处理方法包括中和、氧化、化学凝聚、电解凝聚、离子交换等方法。中和使废液pH值接近中性。氧化法是利用空气或氧化剂将废水中的有机物质氧化为无害物质。化学凝聚是利用硫酸铝、氯化铁等物质使废水中的胶体成絮状沉淀。离子交换法是利用离子交换树脂把重金属离子从废水中分离出来。然后用酸液淋洗树脂,将重金属洗出,使树脂再生。(3)生物处理方法利用微生物生命运动过程中的生化作用,将有害有机物分解转化为无害的简单物质,达到废水净化的目的。生活污水和工业污水中的污染物是多种多样的,不能预期只用一种方法就能够把所有的污染物去除殆尽,一种污水往往需要通过由几种方法组成的处理系统进行处理,才能达到要求处理的程度。”按处理程度划分,污水处理可分为一级处理、二级处理、三级处理。一级处理又叫预处理,其内容是去除污水中飘浮物和部分悬浮状态的污染物质,调节pH值,减轻污水的腐化程度和后续处理工艺的负荷。物理法中的大部份只能完成一级处理的要求。二级处理也称生化处理,主要任务是大幅度地去除污水中呈胶态和溶解状态的有机性污染物质。三级处理是深度处理,应用物理化学和化学方法使水质达到用水要求。Sewage treatment is to use various methods to separate the pollutants contained in the sewage, or to convert them into harmless and stable substances, so that the sewage can be purified. Modern sewage treatment technology can be divided into physical method, chemical method and biological method according to its working principle. (1) The physical treatment method mainly uses methods such as filtration, sedimentation, and flotation to remove suspended solids. (2) Chemical treatment methods include neutralization, oxidation, chemical coagulation, electrolytic coagulation, ion exchange and other methods. Neutralization makes the pH value of the waste liquid close to neutral. Oxidation method is to use air or oxidant to oxidize organic substances in wastewater into harmless substances. Chemical coagulation is the use of aluminum sulfate, ferric chloride and other substances to make the colloids in the wastewater precipitate into flocs. Ion exchange method is to use ion exchange resin to separate heavy metal ions from wastewater. Then rinse the resin with an acid solution to wash out the heavy metals and regenerate the resin. (3) The biological treatment method uses the biochemical action in the process of microbial life movement to decompose and transform harmful organic matter into harmless simple substances, so as to achieve the purpose of wastewater purification. There are many kinds of pollutants in domestic sewage and industrial sewage, and it cannot be expected that all pollutants can be removed by only one method. A kind of sewage often needs to be treated by a treatment system composed of several methods. in order to achieve the required level of treatment. According to the degree of treatment, sewage treatment can be divided into primary treatment, secondary treatment, and tertiary treatment. Primary treatment is also called pretreatment, and its content is to remove floating substances and some suspended pollutants in sewage, and adjust the pH value , to reduce the degree of corrosion of sewage and the load of subsequent treatment processes. Most of the physical methods can only meet the requirements of primary treatment. Secondary treatment is also called biochemical treatment. The main task is to greatly remove the colloidal and Organic pollutants in dissolved state. The tertiary treatment is advanced treatment, which uses physical, chemical and chemical methods to make the water quality meet the water use requirements.

自20世纪90年代开始,国家以“三河三湖”(淮河、辽河、海河、太湖、巢湖、滇池)、三峡库区、南水北调沿线等流域为重点,采取一系列措施,开展流域水污染防治工作。经过多年努力,目前我国流域水污染恶化的趋势基本得到遏制,水环境质量有所改善,但面临的水环境形势依然不容乐观。Since the 1990s, the state has focused on the "three rivers and three lakes" (Huaihe River, Liaohe River, Haihe River, Taihu Lake, Chaohu Lake, and Dianchi Lake), the Three Gorges reservoir area, and along the South-to-North Water Diversion Basin, and adopted a series of measures to prevent and control water pollution in the basin. . After years of hard work, the deterioration of water pollution in my country's river basins has basically been curbed and the quality of the water environment has improved. However, the water environment situation is still not optimistic.

首先,水质状况没有从根本上改善,水污染状况依然相当严重。2006年,全国地表水总体水质属中度污染。在国家环境监测网(简称国控网)实际监测的745个地表水监测断面中,I~III类(优、良好),IV、V类(轻度和中度污染),劣V类(重度污染)水质的断面比例分别为40%、32%和28%。流经城市90%的河段受到不同程度污染,其中,松花江、黄河、淮河为中度污染,辽河、海河为重度污染;75%的湖泊出现富营养化,其中,巢湖水质为V类,太湖和滇池为劣V类;此外,30%的重点城市饮用水源地水质达不到III类标准。First of all, the water quality situation has not fundamentally improved, and the water pollution situation is still quite serious. In 2006, the overall quality of surface water in the country was moderately polluted. Among the 745 surface water monitoring sections actually monitored by the National Environmental Monitoring Network (referred to as the State Control Network), the grades I to III (excellent and good), grades IV and V (slight and moderate pollution), and grade V (severely polluted) Pollution) water quality sections accounted for 40%, 32% and 28% respectively. 90% of the river sections flowing through the city are polluted to varying degrees, among which the Songhua River, Yellow River, and Huaihe River are moderately polluted, and Liaohe River and Haihe River are severely polluted; 75% of the lakes are eutrophic, and the water quality of Chaohu Lake is Class V. Taihu Lake and Dianchi Lake are inferior to Class V; in addition, the water quality of drinking water sources in 30% of key cities does not meet Class III standards.

其次,污染物排放总量大,远远超过流域所能承受的环境容量。“十五”期间,我国废水排放量从2000年的415.2亿吨增加到2005年的524.5亿吨,增加8.7%;化学需氧量2005年为1414.2万吨,比2000年减少5.6%,并未完成“十五”计划减排10%的目标。国家“十一五”规划纲要提出,“十一五”期间化学需氧量要减排10%,并作为约束性目标。但是,2006年全国化学需氧量排放量比2005年增长1.0%,不减反升。经过艰苦努力,2007年前三季度全国化学需氧量排放量同比下降0.28%,首次由上升转为下降,但要完成“十一五”期间减排10%的目标,任务依然很艰巨。Secondly, the total amount of pollutant discharge is large, far exceeding the environmental capacity that the river basin can bear. During the "Tenth Five-Year Plan" period, my country's wastewater discharge increased from 41.52 billion tons in 2000 to 52.45 billion tons in 2005, an increase of 8.7%; Complete the "Tenth Five-Year" plan to reduce emissions by 10%. The national "Eleventh Five-Year Plan" outline proposes that COD emissions should be reduced by 10% during the "Eleventh Five-Year Plan" period as a binding target. However, in 2006, national chemical oxygen demand emissions increased by 1.0% compared with 2005, rising instead of decreasing. After hard work, the national COD emissions in the first three quarters of 2007 fell by 0.28% year-on-year, turning from rising to falling for the first time. However, the task of reducing emissions by 10% during the "Eleventh Five-Year Plan" period is still an arduous task.

第三,严重的水污染不仅加剧了水资源的缺乏,破坏了水生生态系统,而且影响了人们正常的生产和生活,对我国经济和社会的可持续发展构成威胁。一是在水污染的日益严重加剧了水资源的短缺。由于水污染使原本丰富的江河水资源不仅不能被利用,而且还需大量的人力、物力进行整治,这使得原来缺水的北方地区和城市更加缺水,而且使水资源丰富的南方地区和城市守着河湖却不能获取清洁达标的水,形成了所谓的水质型缺水,成为制约经济社会又好又快发展的瓶颈。二是水资源过度开发,水生态系统遭到破坏。国际公认的流域水资源利用率警戒线为30%~40%,而我国大部分河流的水资源利用率均已经超过该警戒线,如淮河为60%,黄河62%、辽河65%,海河超过90%。水资源的过度开发利用和河流系统的渠道化、破碎化,造成洪水调蓄能力、污染物净化能力、水生生物的生产能力等不断下降,使我国水生系统受到不同程度的破坏。三是水污染给人们的饮用水安全和健康造成了威胁。我国近90%的城镇饮用水源已受到城市污水、工业废水和农业排水的威胁。在许多地方造成不同程度的饮用水危机。像贵州、云南等就出现了明显的公害病,如铅中毒、镉中毒、汞中毒等;淮河流域许多地区癌症发病率比正常地区高出十几倍到上百倍,严重影响了当地居民的健康和生活。Third, severe water pollution not only aggravates the shortage of water resources and destroys the aquatic ecosystem, but also affects people's normal production and life, posing a threat to the sustainable development of my country's economy and society. One is that the increasingly serious water pollution has exacerbated the shortage of water resources. Due to water pollution, the originally rich river water resources can not be used, but also require a lot of manpower and material resources for remediation, which makes the northern regions and cities that were short of water even more water-scarce, and makes the southern regions and cities rich in water resources Guarding the rivers and lakes but not being able to obtain clean water that meets the standards has formed the so-called water quality-based water shortage, which has become a bottleneck restricting the sound and rapid development of the economy and society. The second is the over-exploitation of water resources and the destruction of water ecosystems. The internationally recognized water resource utilization rate warning line for river basins is 30% to 40%, but the water resource utilization rate of most rivers in my country has exceeded this warning line, such as 60% for the Huaihe River, 62% for the Yellow River, 65% for the Liaohe River, and more than 65% for the Haihe River. 90%. The excessive development and utilization of water resources and the channelization and fragmentation of river systems have resulted in the continuous decline of flood storage capacity, pollutant purification capacity, and aquatic organism production capacity, which have caused varying degrees of damage to my country's aquatic systems. Third, water pollution poses a threat to people's drinking water safety and health. Nearly 90% of urban drinking water sources in my country have been threatened by urban sewage, industrial wastewater and agricultural drainage. Causing varying degrees of drinking water crises in many places. Obvious public hazards such as lead poisoning, cadmium poisoning, and mercury poisoning have appeared in Guizhou and Yunnan; the incidence of cancer in many areas of the Huaihe River Basin is ten to hundreds of times higher than normal areas, seriously affecting the health of local residents and life.

发明内容 Contents of the invention

1.发明要解决的技术问题1. The technical problem to be solved by the invention

针对现有的河流水体的污染日益加剧而难以处理的问题,本发明提供了静脉河道低污染水负荷削减的方法,采用潜没式生态床技术、生物接触氧化技术、生态浮岛技术和生态透水坝,该方法可以解决流域河网地区静脉河道的污染问题,有效去除污水中氮、磷等污染物质。Aiming at the problem that the pollution of the existing river water body is aggravated and difficult to deal with, the present invention provides a method for reducing the low-pollution water load of venous rivers, using submerged ecological bed technology, biological contact oxidation technology, ecological floating island technology and ecological transparent Dams, this method can solve the pollution problem of venous channels in the river network area of the basin, and effectively remove pollutants such as nitrogen and phosphorus in sewage.

2.技术方案2. Technical solution

为解决以上的技术问题,本发明的原理为:For solving above technical problem, principle of the present invention is:

根据静脉河道的特征、各核心技术的功能、静脉河道治理目标以及所要达到的生态景观效果,本发明的技术方案为:在河道上游两岸采取岸边修复可以较好的固定岸坡、阻截污水,有效减少面源污水、生活污水的流入,河道中采用生态浮岛技术,通过生态浮岛植物-固定化氮循环细菌微生物互利共生体系强化去除上游河道中的氮磷,同时生态浮岛与岸边修复植物共同营造了和谐的的生态景观。上游与中游之间设置的生态透水坝,透水坝表面种植植物的根系为微生物提供栖息场所的同时,也能为微生物提供氧气,有助于促进N、P等营养物质的吸收与转化。在河道中游设置潜没式生态床,利用植物的吸收作用去除污水中的氮、磷等污染物,然后设置生物接触氧化,通过生物氧化作用,将污水中的有机物以及中上游的植物残体氧化分解。潜没式生态床中的植物会分解腐烂到水中,因此将生物接触氧化设在潜没式生态床之后。在河道下游前先设生态透水坝,进一步有效去除残余的COD、TN、TP。河道下游水质已经基本达到地表水标准,设置生态浮岛有两个作用:一是进一步净化河道水质,二是美化河道环境,取得较好的生态效果和景观效果。设置岸边修复可以保持水土,并结合生态浮岛共同构成的生态系统,达到“水清、岸绿、景美”的效果。通过静脉河道低污染水负荷削减关键技术的综合运用,形成“一条河道,两层过滤,三重处理,四种核心技术”的静脉河道低污染水负荷削减关键技术体系,最终实现静脉河道功能性、生态性和景观性合一。According to the characteristics of the venous river, the functions of each core technology, the management goal of the venous river, and the ecological landscape effect to be achieved, the technical solution of the present invention is: the bank restoration on both sides of the upstream of the river can better fix the bank slope and intercept the sewage. Effectively reduce the inflow of non-point source sewage and domestic sewage. The ecological floating island technology is adopted in the river channel to strengthen the removal of nitrogen and phosphorus in the upstream river channel through the ecological floating island plant-immobilized nitrogen cycle bacteria and microorganism mutual beneficial symbiosis system. At the same time, the ecological floating island and the shore Restoration plants together create a harmonious ecological landscape. The ecological permeable dam is set between the upstream and the middle reaches. The roots of the plants planted on the surface of the permeable dam provide habitats for microorganisms and at the same time provide oxygen for microorganisms, which helps to promote the absorption and transformation of nutrients such as N and P. Set up a submerged ecological bed in the middle reaches of the river, use the absorption of plants to remove pollutants such as nitrogen and phosphorus in the sewage, and then set up biological contact oxidation to oxidize the organic matter in the sewage and the plant residues in the middle and upper reaches of the river through biological oxidation break down. The plants in the submerged ecological bed will decompose and rot into the water, so the biological contact oxidation is arranged after the submerged ecological bed. Set up an ecological permeable dam before the downstream of the river to further effectively remove residual COD, TN, and TP. The water quality in the lower reaches of the river has basically reached the surface water standard. Setting up ecological floating islands has two functions: one is to further purify the water quality of the river, and the other is to beautify the river environment and achieve better ecological and landscape effects. Setting up shore restoration can maintain water and soil, combined with the ecological system composed of ecological floating islands, to achieve the effect of "clear water, green shore and beautiful scenery". Through the comprehensive application of key technologies for reducing the low-pollution water load of venous rivers, a key technology system for reducing venous rivers' low-pollution water loads has been formed, which is "one river, two-layer filtration, triple treatment, and four core technologies", and finally realizes the functionality of venous rivers. The combination of ecology and landscape.

本发明的技术方案为:Technical scheme of the present invention is:

静脉河道低污染水负荷削减的方法,其步骤为:The method for reducing the low-pollution water load of venous rivers, the steps are:

(1)利用废弃河道或低洼地近自然型河道构建静脉河道,(1) Construct venous channels by using abandoned channels or low-lying near-natural channels,

(2)在静脉河道中按水流方向在上游设置生态浮岛与岸边修复带;(2) Set up ecological floating islands and shore restoration belts in the upstream according to the direction of water flow in the venous river;

(3)在静脉河道上游与中游之间设置生态透水坝;(3) Set up an ecological permeable dam between the upper and middle reaches of the venous river;

(4)在静脉河道中游设置潜没式生态床与生物接触氧化床;(4) Set up a submerged ecological bed and a biological contact oxidation bed in the middle reaches of the venous channel;

(5)在静脉河道中游与下游之间设置生态透水坝;(5) Set up an ecological permeable dam between the middle and lower reaches of the venous river;

(6)在静脉河道下游设置生态浮岛与岸边修复带。(6) Set up ecological floating islands and shore restoration belts in the lower reaches of the venous river.

河道污水依次经过以上生态处理后最终能够达到水质改善的目的。After the river sewage has undergone the above ecological treatment in sequence, the purpose of water quality improvement can be finally achieved.

(一)生态浮岛(1) Ecological floating island

在潜水湖泊水体采集、驯化、筛选高效脱氮细菌,包括氨化细菌、硝化细菌、亚硝化细菌和反硝化细菌;制备出适宜于微生物生长,具有生物相容性、环境和谐性的微生态型固定化载体;采用高新技术将筛选出的高效氮循环细菌固定在生物相容性载体上,制备出固定化高效脱氮细菌(氨化,硝化、亚硝化、反硝化细菌);采用生态浮岛技术与固定化氮循环细菌技术集成对静脉河道水体进行净化,建立生态浮岛植物-固定化氮循环细菌微生物互利共生体系强化去除湖泊、河流水体氮磷。Collect, domesticate, and screen efficient denitrification bacteria in diving lake water, including ammonifying bacteria, nitrifying bacteria, nitrosifying bacteria and denitrifying bacteria; prepare micro-ecological types suitable for microbial growth, biocompatibility, and environmental harmony Immobilized carrier; use high-tech to immobilize the screened high-efficiency nitrogen cycle bacteria on a biocompatible carrier to prepare immobilized high-efficiency denitrification bacteria (ammonification, nitrification, nitrosation, denitrification bacteria); use ecological floating island The technology integrates with immobilized nitrogen cycle bacteria technology to purify venous river water, and establishes an ecological floating island plant-immobilized nitrogen cycle bacteria and microorganism mutual beneficial symbiosis system to strengthen the removal of nitrogen and phosphorus in lakes and rivers.

综合考虑水生植物的净化效果、生长季节、存活难易、土著种类、景观效果、后续管理、长效管理及水体中营养物质监测结果等方面综合因素,选择对TN、氨氮、总磷处理效果好的水生植物,同时选择挺水植物、沉水植物、浮水植物相结合进行配置,建设生态浮岛。对TP去除效果较好的水生植物有:沉水植物中的黑藻、苦草,挺水植物中的芦苇、香蒲、黄菖蒲、茭白、荸荠,浮水植物中的水浮莲、浮萍、水蕹菜。对氨氮去除效果较好的植物中,沉水植物有黑藻、金鱼藻、苦草、轮藻,挺水植物有芦苇、香蒲、菖蒲、水葱、茭白、芋头、慈姑、荸荠、莲藕,浮水植物有水浮莲、浮萍、水蕹菜、菱、雨久花、睡莲,陆生植物有美人蕉、旱伞草,其中水浮莲、浮萍效果最好水浮莲、浮萍效果最好。Comprehensively considering the comprehensive factors such as the purification effect of aquatic plants, growing season, survival difficulty, indigenous species, landscape effect, follow-up management, long-term management, and monitoring results of nutrients in water bodies, the treatment effect of TN, ammonia nitrogen, and total phosphorus is selected to be good. At the same time, choose the combination of emergent plants, submerged plants and floating plants to build an ecological floating island. Aquatic plants with better removal effect on TP include: black algae and bitter grass in submerged plants; Spinach. Among the plants with better removal effect on ammonia nitrogen, submerged plants include black algae, hornwort, bitter grass, and charophytes; emergent plants include reed, cattail, calamus, water onion, wild rice stem, taro, arrowroot, water chestnut, lotus root, floating water Plants include water lily, duckweed, water spinach, water chestnut, Yujiuhua, water lily, and terrestrial plants include canna and dry umbrella grass, among which water lily and duckweed are the best. Water lily and duckweed have the best effect .

生态浮岛不仅能有效地去除氮、磷等营养盐,使水体透明度大幅度提高,同时水质指标也得到有效的改善,特别是对藻类有很好的抑制效果。浮岛植物不仅营造了水面的景观,在进行光合作用的时候,吸收周围的CO2释放O2,同时净化着空气;植物在生长过程中有蒸腾作用,蒸腾作用通过植物气孔蒸发水分调节环境温度。因此,生态浮岛植物的光合作用与蒸腾作用调节着水面的微气候,这种良好的微气候适宜于鸟类等的栖息场所。由于浮岛的遮阳效果、涡流效果等创造了鱼类生存的良好条件。Ecological floating islands can not only effectively remove nutrients such as nitrogen and phosphorus, greatly improve the transparency of water bodies, but also effectively improve water quality indicators, especially have a good inhibitory effect on algae. Floating island plants not only create the landscape of the water surface, but also absorb the surrounding CO 2 and release O 2 during photosynthesis, and at the same time purify the air; plants have transpiration during the growth process, and transpiration adjusts the ambient temperature through the plant stomata to evaporate water . Therefore, the photosynthesis and transpiration of ecological floating island plants regulate the microclimate of the water surface, and this good microclimate is suitable for the habitat of birds and the like. Due to the sunshade effect and vortex effect of the floating island, good conditions for fish survival are created.

(二)潜没式生态床(2) Submerged ecological bed

潜没式生态床技术是采用潜没式生态床处理河湖、水库水体污染的一种技术。潜没式生态床包括浮力调节装置、锚定装置,沉水植物床、微生物床、曝气装置、微孔曝气管,其中潜没式生态床上部为沉水植物床,下部为可撤卸式微生物床,潜没床底部设微孔曝气系统,潜没床顶部为浮力调节装置,底部为锚定装置。潜没式生态床既可以根据所种植水生植物种类调节水深,适合挺水植物、漂浮植物、沉水植物生长,为水生植物与水中微生物在水体有氧-缺氧条件下的生长提供条件,又可以根据河、湖、水库水体透明度条件调节床体深度。因此,应用潜没式生态床技术可在水体透明度低、水位波动大,沉水植物难以存活的水域进行水体生态修复,而潜没式生态床能够对床体立体位置进行调节,依照水质状况改变生态床的潜没深度,使生态床的应用范围更加广泛。Submerged ecological bed technology is a technology that uses submerged ecological bed to treat water pollution in rivers, lakes and reservoirs. The submerged ecological bed includes a buoyancy adjustment device, an anchoring device, a submerged plant bed, a microbial bed, an aeration device, and a microporous aeration tube. The upper part of the submerged ecological bed is a submerged plant bed, and the lower part is a removable Microporous aeration system is installed at the bottom of the submerged bed, the top of the submerged bed is a buoyancy adjustment device, and the bottom is an anchoring device. The submerged ecological bed can adjust the water depth according to the species of aquatic plants planted, and is suitable for the growth of emergent plants, floating plants, and submerged plants, and provides conditions for the growth of aquatic plants and microorganisms in the water under aerobic-anoxic conditions. The depth of the bed can be adjusted according to the water transparency conditions of rivers, lakes and reservoirs. Therefore, the application of submerged ecological bed technology can carry out water ecological restoration in waters with low water transparency, large water level fluctuations, and submerged plants that are difficult to survive. The submerged ecological bed can adjust the three-dimensional position of the bed body and change according to the water quality condition. The submerged depth of the ecological bed makes the application range of the ecological bed more extensive.

潜没式生态床上沉水植物大量吸收水中氮磷及有机物,转化为自身生物量,通过收获植物可达到去除水中污染物的目的,此外,沉水植物光合作用产生的氧气营造出根系周围的厌氧-好氧微环境,有利于微生物通过硝化-反硝化将N以铵态氮、N2O等中间气体和N2形式逸出水体。不同的载体具有不同的营养盐吸附能力,以及不同的细菌负载能力,在不同的水质条件下,通过下层载体附着不同介质(氮细菌、有机物降解菌与吸附介质等)与上层沉水植物的合理搭配,构建不同类型污染物净化单元,既能消减营养负荷,又不影响生态景观或又能达到改善和美化环境的目的,同时当河道水体水质较差时,可采用潜没床底部曝气装置对水体进行曝气,强化进化河道水体水质。The submerged plants on the submerged ecological bed absorb a large amount of nitrogen, phosphorus and organic matter in the water and convert them into their own biomass. The purpose of removing pollutants in the water can be achieved by harvesting the plants. In addition, the oxygen produced by the photosynthesis of the submerged plants creates an anaerobic atmosphere around the roots. Oxygen-aerobic microenvironment is beneficial for microorganisms to release N from the water body in the form of ammonium nitrogen, N 2 O and other intermediate gases and N 2 through nitrification-denitrification. Different carriers have different nutrient adsorption capacity and different bacterial loading capacity. Under different water quality conditions, the lower layer carrier attaches different media (nitrogen bacteria, organic matter degrading bacteria and adsorption media, etc.) and the upper layer of submerged plants. Matching and building different types of pollutant purification units can not only reduce the nutrient load, but also not affect the ecological landscape or achieve the purpose of improving and beautifying the environment. At the same time, when the water quality of the river is poor, the aeration device at the bottom of the submerged bed can be used Aerate the water body to strengthen the water quality of the evolutionary river.

(三)生物接触氧化床(3) Biological contact oxidation bed

生物接触氧化床是采用适宜于微生物生长的挂膜材料,利用栖附在填料上的生物膜和充分供应的氧气,通过生物氧化作用,将废水中的有机物氧化分解,达到净化目的。生物接触氧化床具有处理所需时间短、对进水有机负荷的变动适应性较强、净化效果好、出水水质好而且稳定、污泥不需回流也不膨胀、耗电小、运行管理方便等优点。The biological contact oxidation bed uses a film-hanging material suitable for microbial growth, uses the biofilm on the filler and sufficient oxygen supply, and oxidizes and decomposes the organic matter in the wastewater through biological oxidation to achieve the purpose of purification. The biological contact oxidation bed has the advantages of short treatment time, strong adaptability to the change of influent organic load, good purification effect, good and stable effluent quality, no need for reflux or expansion of sludge, low power consumption, and convenient operation and management, etc. advantage.

(四)生态透水坝(4) Ecological permeable dam

生态透水坝剖面为梯形复式结构,坝坡的边坡系数为1∶1~1∶2.5,包含以下四个部分:(A)控制层,位于生态透水坝的迎水坝坡,由1mm~5mm的筑坝材料构成,其体积为整个透水坝的5%~15%;(B)过渡层,位于生态透水坝内部,由5mm~10mm的筑坝材料构成,其体积为整个透水坝的50%~65%;(C)溢流层,位于生态透水坝的坝顶,由10mm~40mm的筑坝材料构成,占到生态透水坝体积的10%~15%;(D)稳定层,位于生态透水坝的背水坝坡,由20mm~40mm的筑坝材料构成,占生态透水坝体积的20%~30%。生态透水坝的设计流程为首先勘测筑坝地址的地形条件和查询水文气象资料或其他设计资料,得到生态透水坝的几何参数和设计流量,将上述参数代入渗流力学中的杜平公式中进行试算,得到合理的渗透系数和停留时间,然后进行生态透水坝进一步的设计,选择合适的砾石级配、筑坝材料、种植植物。The section of the ecological permeable dam is a trapezoidal compound structure, and the slope coefficient of the dam slope is 1:1~1:2.5, which includes the following four parts: (A) The control layer is located on the facing slope of the ecological permeable dam, which consists of 1mm~5mm The volume of the dam building material is 5% to 15% of the entire permeable dam; (B) the transition layer, located inside the ecological permeable dam, is composed of 5mm to 10mm dam building materials, and its volume is 50% to 50% of the entire permeable dam. 65%; (C) The overflow layer, located at the crest of the ecological permeable dam, is composed of 10mm-40mm dam building materials, accounting for 10%-15% of the volume of the ecological permeable dam; (D) The stable layer, located at the ecological permeable dam The back slope of the dam is composed of 20mm-40mm dam-building materials, accounting for 20%-30% of the volume of the ecological permeable dam. The design process of the ecological permeable dam is to first survey the topographical conditions of the dam site and query the hydrometeorological data or other design data to obtain the geometric parameters and design flow of the ecological permeable dam, and then substitute the above parameters into the Dupin formula in seepage mechanics for testing. Calculate the reasonable permeability coefficient and residence time, and then carry out the further design of the ecological permeable dam, select the appropriate gravel gradation, dam building materials, and plant plants.

生态透水坝具有以下显著的优点:无动力运行、降低了建设成本、具有很好的针对性,可以获得10%左右的COD去除率,10%~20%的TN去除率,20%~40%的TP去除率。The ecological permeable dam has the following significant advantages: no power operation, reduced construction cost, good pertinence, can obtain about 10% COD removal rate, 10%-20% TN removal rate, 20%-40% TP removal rate.

3.有益效果3. Beneficial effect

发明提供了静脉河道低污染水负荷削减的方法,对其中的生态浮岛技术、潜没式生态床技术、生物接触氧化技术进行试验,试验结果分析见图6~11。生态浮岛技术采用挺水植物旱伞草和美人蕉进行试验,试验结果表明生态浮岛技术对TN、TP去除效果明显,其中旱伞草对TN、TP去除率可达80%。潜没式生态床技术采用沉水植物金鱼藻和伊乐藻,试验结果表明潜没式生态床技术对SS、NH4-N、NO3-N、TN、TP去除效果明显,其中NO3-N、TN、TP去除率可达60%以上。生物接触氧化技术采用ZH901弹性立体填料进行试验,试验结果表明生物接触氧化技术对SS、NH4-N、TP、COD去除效果明显,其中NH4-N、TP、COD去除率可达60%。通过以上各技术的综合运用,可以有效改善污水水质。The invention provides a method for reducing the low-pollution water load of venous rivers, and tests are carried out on the ecological floating island technology, submerged ecological bed technology, and biological contact oxidation technology. The analysis of the test results is shown in Figures 6-11. The ecological floating island technology was tested with emergent plants Xanthophyllum and Canna. The test results showed that the ecological floating island technology had a significant effect on the removal of TN and TP, and the removal rate of Xanthophyllum on TN and TP could reach 80%. The submerged ecological bed technology uses submerged plants hornwort and elodea. The test results show that the submerged ecological bed technology has obvious removal effects on SS, NH 4 -N, NO 3 -N, TN, and TP, of which NO 3 - The removal rate of N, TN and TP can reach more than 60%. The biological contact oxidation technology is tested with ZH901 elastic three-dimensional filler. The test results show that the biological contact oxidation technology has obvious effects on the removal of SS, NH 4 -N, TP, and COD, and the removal rate of NH 4 -N, TP, and COD can reach 60%. Through the comprehensive application of the above technologies, the sewage water quality can be effectively improved.

通过本发明的运用,静脉河道中COD、氨氮、总氮和SS的去除率均可达60%以上。最终使静脉河道取得较好的生态效果和景观效果,使水体内鱼类和高等植物增多,高等生物的生物量得到较大提高,浮岛上的水生植物与昆虫和鸟类增多,人工生态系统逐步建立。通过人工调控的生态工程建设,使水系微生物、水生植物、水生动物与底质、水质动态平衡,并逐步向自然恢复演替。改变河道年久失修,水质恶化现象,实现河道功能性、生态性和景观性合一,达到“水清、岸绿、景美”的治理效果,为河网地区的水质改善提供保障。Through the application of the invention, the removal rates of COD, ammonia nitrogen, total nitrogen and SS in venous channels can reach more than 60%. Finally, the venous channel can achieve better ecological effects and landscape effects, increase the number of fish and higher plants in the water, greatly increase the biomass of higher organisms, increase the number of aquatic plants, insects and birds on the floating islands, and make the artificial ecosystem Build gradually. Through artificially regulated ecological engineering construction, the water system microorganisms, aquatic plants, aquatic animals, substrate and water quality are dynamically balanced, and the succession is gradually restored to nature. Change the long-term disrepair and water quality deterioration of the river course, realize the integration of river course functionality, ecology and landscape, achieve the governance effect of "clear water, green banks, and beautiful scenery", and provide guarantee for the improvement of water quality in river network areas.

附图说明 Description of drawings

图1为静脉河道低污染水负荷削减的方法结构示意图。Figure 1 is a schematic diagram of the structure of the method for reducing the low-pollution water load of venous rivers.

图2为潜没式生态床示意图。Figure 2 is a schematic diagram of a submerged ecological bed.

图3为生物接触氧化示意图。Figure 3 is a schematic diagram of biological contact oxidation.

图4为生态浮岛示意图。Figure 4 is a schematic diagram of the ecological floating island.

图5为生态透水坝示意图。Figure 5 is a schematic diagram of an ecological permeable dam.

图6~11中,0代表初始浓度,1代表第一周的浓度值,2代表第二周的浓度,3代表第三周的浓度,4代表第二周的浓度。BK代表空白对照,SWJC代表生物接触氧化,HSC旱伞草,MRJ代表美人蕉,YLZ代表伊乐藻,JYZ代表金鱼藻。In Figures 6-11, 0 represents the initial concentration, 1 represents the concentration value of the first week, 2 represents the concentration of the second week, 3 represents the concentration of the third week, and 4 represents the concentration of the second week. BK stands for blank control, SWJC stands for biological contact oxidation, HSC Xanthophyllum, MRJ stands for Canna, YLZ stands for Elodea, JYZ stands for Hornwort.

图6为生态浮岛技术、潜没式生态床技术、生物接触氧化技术对污水中SS的净化效果图。Figure 6 is a diagram of the purification effect of SS in sewage by ecological floating island technology, submerged ecological bed technology, and biological contact oxidation technology.

图7为生态浮岛技术、潜没式生态床技术、生物接触氧化技术对污水中NH4-N的净化效果图。Figure 7 is a diagram showing the effect of purification of NH 4 -N in sewage by ecological floating island technology, submerged ecological bed technology, and biological contact oxidation technology.

图8为生态浮岛技术、潜没式生态床技术、生物接触氧化技术对污水中NO3-N的净化效果图。Fig. 8 is a diagram showing the purification effect of NO 3 -N in sewage by ecological floating island technology, submerged ecological bed technology and biological contact oxidation technology.

图9为生态浮岛技术、潜没式生态床技术、生物接触氧化技术对污水中TN的净化效果图。Figure 9 is a diagram of the purification effect of TN in sewage by ecological floating island technology, submerged ecological bed technology, and biological contact oxidation technology.

图10为生态浮岛技术、潜没式生态床技术、生物接触氧化技术对污水中TP的净化效果图。Figure 10 is a diagram showing the effect of purification of TP in sewage by ecological floating island technology, submerged ecological bed technology, and biological contact oxidation technology.

图11为生态浮岛技术、潜没式生态床技术、生物接触氧化技术对污水中COD的净化效果图。Figure 11 is a diagram of the purification effect of COD in sewage by ecological floating island technology, submerged ecological bed technology, and biological contact oxidation technology.

图12为苏南河网地区河道实施静脉河道负荷削减关键技术的空间布局图。Figure 12 shows the spatial layout of key technologies for venous river load reduction in the river network area of southern Jiangsu.

图12中,①⑥代表生态浮岛与生态修复,②⑤代表生态透水坝,③代表潜没式生态床,④代表生物接触氧化。In Figure 12, ①⑥ represents ecological floating islands and ecological restoration, ②⑤ represents ecological permeable dams, ③ represents submerged ecological beds, and ④ represents biological contact oxidation.

具体实施方式 Detailed ways

以苏南河网地区某河道为例进行了实验研究,针对该河道的污染特征和静脉河道处理低污染水的功能要求,构建静脉河道,设计了静脉河道负荷削减示范工程方案,采用潜没式生态床技术、生物接触氧化技术、生态浮岛技术等转化氮磷营养盐,强化净化河道水体水质。静脉河道上游与下游均采用生态浮岛与岸边修复技术,中上游与中下游分别采用潜没式生态床技术和生物接触氧化技术,并设计生态透水坝2处。示范工程具体实施空间布局见附图12。Taking a certain river channel in the southern Jiangsu river network area as an example, an experimental study was carried out. Aiming at the pollution characteristics of the river channel and the functional requirements of the venous channel for treating low-polluted water, a venous channel was constructed, and a demonstration project plan for venous channel load reduction was designed. Ecological bed technology, biological contact oxidation technology, ecological floating island technology, etc. transform nitrogen and phosphorus nutrients, and strengthen the purification of river water quality. The upper and lower reaches of the venous river adopt ecological floating island and shore restoration technology, the middle and upper reaches and the middle and lower reaches respectively adopt submerged ecological bed technology and biological contact oxidation technology, and design two ecological permeable dams. The specific implementation space layout of the demonstration project is shown in Figure 12.

在静脉河道上游两岸5m范围内采取岸边修复,种植水蕹菜、芦苇、香蒲、黄菖蒲、茭白、荸荠、美人蕉等,形成水陆交错带与岸边缓冲带。上游河道中采用生态浮岛技术,生态浮岛设计长为2m,宽为1m,在河道中放置两列,每两个之间的间隔为2m,采用驳岸牵拉的形式进行固定,种植旱伞草、美人蕉、香蒲等,浮岛水下部分放置微生物载体,其上布满高效脱氮细菌(氨化,硝化、亚硝化、反硝化细菌)。河道上游与中游之间设置生态透水坝,透水坝主要由5~10mm(体积分数为40%)碎石和2~4cm(体积分数为60%)砾石构建。透水坝沿水流方向为梯形结构,坝顶长4.6m,坝底长15.6m,宽度为12.7m,高度为2.2m,坝前坝后边坡系数均为2.5,渗透系数为0.10m·s-1。生态透水坝表面种植美人蕉、菖蒲等,种植密度为40株·m-2。在河道中游先设置潜没式生态床,潜没式生态床上部为沉水植物床,种植植物选择伊乐藻、金鱼藻,下部为可撤卸式微生物床,潜没床底部设微孔曝气系统,潜没床顶部为浮力调节装置,底部为锚定装置。然后在河道中游设置生物接触氧化,采用ZH901弹性立体填料,潜没式生态床与生物接触氧化均长为2m,宽为1m,高位0.6m,河道中放置两列,每两个之间的间隔为2m。在河道下游前先设生态透水坝,其参数与河道上游与中游之间的生态透水坝相同。在河道下游两岸5m范围内采取岸边修复,种植芦苇、香蒲、黄菖蒲、美人蕉、旱伞草等。河道中采用生态浮岛技术,生态浮岛设计长为2m,宽为1m,河道中放置两列,每两个之间的间隔为2m,种植旱伞草、美人蕉等。Within 5m of both sides of the upper reaches of the venous river, bank restoration is adopted, and water spinach, reeds, cattails, yellow calamus, wild rice stems, water chestnuts, cannas, etc. are planted to form a water-land staggered zone and a shore buffer zone. The ecological floating island technology is adopted in the upstream river channel. The ecological floating island is designed to be 2m long and 1m wide. Two columns are placed in the river channel, and the interval between each two is 2m. Grass, canna, cattail, etc. The underwater part of the floating island is placed with microbial carriers, which are covered with efficient denitrification bacteria (ammonification, nitrification, nitrosation, denitrification bacteria). An ecological permeable dam is set between the upper and middle reaches of the river. The permeable dam is mainly constructed of 5-10mm (volume fraction 40%) gravel and 2-4cm (volume fraction 60%) gravel. The permeable dam has a trapezoidal structure along the direction of water flow. The crest is 4.6m long, the dam bottom is 15.6m long, the width is 12.7m, and the height is 2.2m . . Canna and calamus are planted on the surface of the ecological permeable dam with a planting density of 40 plants·m -2 . Set up a submerged ecological bed in the middle reaches of the river. The upper part of the submerged ecological bed is a submerged plant bed, and the plants are planted with Elodea and hornwort. The lower part is a removable microbial bed. Air system, the top of the submerged bed is a buoyancy adjustment device, and the bottom is an anchoring device. Then set up biological contact oxidation in the middle reaches of the river, using ZH901 elastic three-dimensional filler, the submerged ecological bed and biological contact oxidation are both 2m long, 1m wide, and 0.6m high, two rows are placed in the river, and the interval between each two It is 2m. An ecological permeable dam is first set up before the downstream of the river, and its parameters are the same as those between the upper and middle reaches of the river. Within 5m of both sides of the lower reaches of the river, shore restoration will be carried out, and reeds, cattails, yellow calamus, cannas, and umbrella grasses will be planted. The ecological floating island technology is adopted in the river channel. The design length of the ecological floating island is 2m and the width is 1m. Two columns are placed in the channel, and the interval between each two is 2m.

通过静脉河道低污染水负荷削减示范工程的实施,由河道末端的水质变化可以看出,河水中的NH3-N、TN、TP等污染物浓度显著下降,末端尾水NH3-N、NO3-N、TN、TP等污染负荷削减率均达到80%以上,水质明显改善。Through the implementation of the low-pollution water load reduction demonstration project in venous rivers, it can be seen from the water quality changes at the end of the river that the concentration of NH 3 -N, TN, TP and other pollutants in the river water has decreased significantly, and the tail water NH 3 -N, NO 3 -N, TN, TP and other pollution load reduction rates have reached more than 80%, and the water quality has improved significantly.

表1工程实施前后静脉河道末端水质监测数据(mg/L)Table 1 Water quality monitoring data at the end of venous river before and after project implementation (mg/L)

Figure G2009102633756D00081
Figure G2009102633756D00081

Claims (2)

1. the method for cutting low-pollution water load of venous riverway the steps include:
(1) utilize the nearly natural type of abandoned channel or bottom land river course to make up the vein river course,
(2) in the vein river course, ecological floating island and bank are set at the upper reaches and repair band by water (flow) direction;
(3) between the upper reaches, vein river course and middle reaches, ecological permeable dam is set;
(4) at the vein middle reaches the ecological bed and bio-contact oxidation bed of submergence type is set;
(5) between vein middle reaches and downstream, ecological permeable dam is set;
(6) ecological floating island and bank are set in downstream, vein river course and repair band;
Wherein at ecological bed buoyancy regulating device, the anchoring device of comprising of submergence type described in the step (4); Submerged plant bed, mikrobe bed, aerating apparatus, micropore aeration pipe; Wherein the ecological bed top of submergence type is the submerged plant bed, and the bottom is a removable type mikrobe bed, and micro-pore aeration system is established in subduction bed bottom; Subduction bed top is a buoyancy regulating device, and the bottom is an anchoring device; Be ecological floating island plant-immobilization nitrogen-cycle bacteria mikrobe mutualism system at ecological floating island described in step (2) and (6) wherein, it can strengthen the nitrogen phosphorus of removing in lake, the river water, and step is:
A) on the collection of diving water body in lake, domestication, screening efficient denitrification bacterium, comprise Ammonifying bacteria, nitrobacteria, nitrite bacteria and denitrifying bacterium;
B) prepare and be suitable for microorganism growth, have the little environmental fixation support of biocompatibility, environment concordance;
The efficient nitrogen-cycle bacteria that C) will filter out is fixed on the biological compatibility carrier, prepares immobilization efficient denitrification bacterium;
D) adopt the ecological floating island technology vein river water body to be purified, set up ecological floating island plant-immobilization nitrogen-cycle bacteria mikrobe mutualism system reinforcement and remove lake, river water nitrogen phosphorus with immobilization nitrogen-cycle bacteria technology is integrated.
2. the method for cutting low-pollution water load of venous riverway according to claim 1; It is characterized in that the vein river course is the nearly natural type river course that utilizes abandoned channel or bottom land to make up, the river flow velocity is slow, self-purification capacity a little less than; Pollute slight; Had slight eutrophication phenomenon, riverbank are main with sloping bank, and vegetation is abundanter.
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