CN103880257A - Ecological combined treatment method and device for rural distributed sewage - Google Patents
Ecological combined treatment method and device for rural distributed sewage Download PDFInfo
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Abstract
本发明公开了一种农村分散式污水的生态组合处理方法及装置,步骤是:A、农村污水收集与前处理;B、生物滤池处理;C、人工湿地和稳定塘处理;D、生态景观化配置。总进水管道分别与栅格池和调节池相连,调节池经布水管与水平流生物滤池相连,水平流生物滤池经过滤筛网-布水管与垂直流生物滤池相连,垂直流生物滤池经水平放置的穿孔集水管与一级人工湿地相连,一级人工湿地经溢流堰与二级人工湿地相连,二级人工湿地经直流排水管与稳定塘相连,在稳定塘末端装有总排水管。该方法无需能耗、操作与维护简便,具有景观效果和经济收益,结构简单、投资省,实现对农村分散式生活和养殖污水的高效净化,经处理污水氮磷和COD等去除率都在80%以上。The invention discloses an ecological combined treatment method and device for rural decentralized sewage, the steps are: A, rural sewage collection and pretreatment; B, biological filter treatment; C, artificial wetland and stable pond treatment; D, ecological landscape configuration. The main water inlet pipe is connected to the grid tank and the adjustment tank respectively, the adjustment tank is connected to the horizontal flow biological filter through the water distribution pipe, the horizontal flow biological filter is connected to the vertical flow biological filter through the filter screen-water distribution pipe, and the vertical flow biological filter The filter tank is connected to the first-level artificial wetland through the perforated water collection pipe placed horizontally, the first-level artificial wetland is connected to the second-level artificial wetland through the overflow weir, and the second-level artificial wetland is connected to the stabilization pond through the straight-line drainage pipe. Main drain. This method does not require energy consumption, is easy to operate and maintain, has landscape effects and economic benefits, and has a simple structure and low investment. It realizes efficient purification of rural decentralized living and aquaculture sewage, and the removal rates of nitrogen, phosphorus and COD in the treated sewage are all 80% %above.
Description
技术领域 technical field
本发明属于污水生态处理技术领域。更具体涉及一种农村分散式污水的生态组合处理方法,同时还涉及一种农村分散式污水的生态组合处理的装置,适合于农村分散式生活和养殖污水处理,可改善农村生态环境。特别是在南方丘陵区可利用地形的自然高程差,整个污水处理装置实现零动力运行,便于农村推广应用。 The invention belongs to the technical field of sewage ecological treatment. More specifically, it relates to an ecological combination treatment method of rural decentralized sewage, and also relates to a device for ecological combination treatment of rural decentralized sewage, which is suitable for rural decentralized living and breeding sewage treatment, and can improve the rural ecological environment. Especially in the southern hilly area, the natural elevation difference of the terrain can be used, and the whole sewage treatment device can realize zero-power operation, which is convenient for rural popularization and application.
背景技术 Background technique
近年来,随着我国农村经济的迅速发展和城镇化的不断推进,农村分散式生活和养殖污水排放量不断增加,已对周边自然水体、土壤造成严重污染。同时,农村分散式污水排放正成为流域的主要污染来源,也日益成为下游河口和湖泊的主要氮磷来源,引起水体富营养化。因此,有效处理农村污水正成为亟待解决的问题。而城市污水处理处理厂基建和运行费用高,管理复杂,这种高投入的污水处理方式难以在我国广大农村地区推广。生态处理模式包括人工湿地、土地渗漏处理工艺、氧化塘、生物滤池等多种技术,具有建设费用低、易管理、污水处理效果好等优点,为农村污水处理提供了新的出路。但单一的生态处理技术可能存在处理效果不稳定、占地面积大等缺点。因此,基于农村经济条件和当地自然环境,因地制宜研发一种具有低投资、低能耗及操作管理方便、运行费用低的稳定高效生态组合式处理工艺是实现农村污水有效控制的重要保障。 In recent years, with the rapid development of my country's rural economy and the continuous advancement of urbanization, the discharge of rural decentralized living and aquaculture sewage has continued to increase, which has caused serious pollution to surrounding natural water bodies and soil. At the same time, rural decentralized sewage discharge is becoming the main source of pollution in river basins, and it is also increasingly becoming the main source of nitrogen and phosphorus in downstream estuaries and lakes, causing eutrophication of water bodies. Therefore, effective treatment of rural sewage is becoming an urgent problem to be solved. However, urban sewage treatment plants have high infrastructure and operating costs and complex management. This high-input sewage treatment method is difficult to promote in the vast rural areas of our country. The ecological treatment mode includes various technologies such as artificial wetland, land seepage treatment process, oxidation pond, and biological filter. It has the advantages of low construction cost, easy management, and good sewage treatment effect, providing a new way for rural sewage treatment. However, a single ecological treatment technology may have disadvantages such as unstable treatment effect and large footprint. Therefore, based on the rural economic conditions and the local natural environment, it is an important guarantee for the effective control of rural sewage to develop a stable and efficient ecological combined treatment process with low investment, low energy consumption, convenient operation and management, and low operating costs.
发明内容 Contents of the invention
本发明的目的是在于提供了一种农村分散式污水的生态组合处理方法,该方法针对当前农村分散式污水处理水平低下、农业面源污染日益严峻等环境问题,探索利用管网集中、栅格池、调节池、水平流生物滤池、垂直流生物滤池和两级表面流人工湿地、稳定塘构建农村分散式污水的生态组合处理系统,实现农村分散式生活和养殖污水的有效处理,实现污水净化及安全排放。该方法无需动力能耗、操作与维护简便,同时还具有一定的景观效果和经济收益。 The purpose of the present invention is to provide an ecological combined treatment method for rural decentralized sewage. The method aims at environmental problems such as the current low level of rural decentralized sewage treatment and increasingly serious agricultural non-point source pollution. pond, regulating pond, horizontal flow biofilter, vertical flow biofilter, two-stage surface flow artificial wetland, and stabilization pond to build an ecological combined treatment system for rural decentralized sewage, to realize effective treatment of rural decentralized domestic and aquaculture sewage, and to realize Sewage purification and safe discharge. This method does not require power consumption, is easy to operate and maintain, and also has certain landscape effects and economic benefits.
本发明的另一个目的是在于提供了一种农村分散式污水的生态组合处理的装置,该装置结构简单、投资省、零动力运行、管理方便,可实现对农村分散式生活和养殖污水的高效净化,经处理污水氮磷和COD等去除率都在80%以上,同时在第二级人工湿地中种植水生经济蔬菜,实现污水中氮磷养分的再利用、资源化,产出水生经济蔬菜,稳定塘中养鱼,均可获取经济收益,进而提高农民采用该技术的积极性。 Another object of the present invention is to provide a device for ecological combined treatment of rural decentralized sewage. The device has a simple structure, low investment, zero power operation, and convenient management, and can realize efficient treatment of rural decentralized living and aquaculture sewage. Purification, the removal rate of nitrogen, phosphorus and COD in the treated sewage is above 80%. At the same time, aquatic economic vegetables are planted in the second-level artificial wetland to realize the reuse and resource utilization of nitrogen and phosphorus nutrients in sewage, and produce aquatic economic vegetables. Fish farming in stable ponds can obtain economic benefits, thereby increasing farmers' enthusiasm for adopting this technology.
为了实现上述目的,本发明采用以下技术措施: In order to achieve the above object, the present invention adopts the following technical measures:
本发明利用南方丘陵区地形的自然高程差,通过管网系统集中农村分散式生活和养猪污水,在地势低处构建污水生态组合处理装置,包括栅格池、调节池、水平流生物滤池、垂直流生物滤池、第一级表面流人工湿地和第二级表面流人工湿地、稳定塘,上述处理单元有机结合,形成一套完整的农村污水处理工艺。 The invention utilizes the natural elevation difference of the terrain in the southern hilly area, concentrates the rural distributed domestic and pig-raising sewage through the pipe network system, and constructs a sewage ecological combination treatment device at a low-lying place, including a grid pool, a regulating pool, and a horizontal flow biological filter , vertical flow biofilter, first-level surface-flow constructed wetland and second-level surface-flow constructed wetland, stabilization pond, the above treatment units are organically combined to form a complete set of rural sewage treatment process.
一种农村分散式污水的生态组合处理方法,其步骤是: An ecological combined treatment method for rural decentralized sewage, the steps of which are:
1、农村污水收集与前处理:用PVC管将农村分散式生活和养殖污水收集,建立农村污水收集管网,再通过总汇水管道将污水集中引入到栅格池。栅格池用于过滤、截留大于2厘米的悬浮物或漂浮物,并对污水进行初次沉淀。在南方丘陵区,分布在山脚或山边的农户居民点的生活或养殖污水可通过各级管道由重力自流汇入建于低处的,栅格池。栅格池出水进入调节池,调节池进一步沉降污水中固体颗粒、微生物厌氧降解污水中部分有机物。然后经并行多管道(3个以上)布水系统溢流进入水平流生物滤池。 1. Rural sewage collection and pre-treatment: Use PVC pipes to collect rural distributed domestic and aquaculture sewage, establish a rural sewage collection pipe network, and then introduce the sewage into the grid pool through the general water pipeline. The grid pool is used for filtering, intercepting suspended solids or floating solids larger than 2 cm, and for primary sedimentation of sewage. In the southern hilly area, domestic or aquaculture sewage from farmer settlements distributed at the foot of the mountain or on the side of the mountain can flow into the low-lying, grid pool by gravity flow through pipelines at all levels. The effluent of the grid pool enters the regulating pool, and the regulating pool further settles the solid particles in the sewage, and microorganisms anaerobically degrade some organic matter in the sewage. Then overflow through the parallel multi-pipeline (more than 3) water distribution system and enter the horizontal flow biofilter.
2、生物滤池处理:调节池出水进入水平流生物滤池,水平流生物滤池填入稻草、上层栽培狐尾藻,组成稻草-狐尾藻生物滤池系统。水平流生物滤池通过稻草表明附着的大量厌氧-兼性厌氧微生物和狐尾藻植物根际好氧微生物降解作用,以及狐尾藻自身快速生长吸收养分,可去除污水中高负荷氮磷、COD及重金属等,也能覆盖、吸收除掉污水中臭味。 2. Biological filter treatment: the effluent from the regulating pool enters the horizontal flow biological filter, and the horizontal flow biological filter is filled with straw and cultivated foxtail algae on the upper layer to form a straw-foxtail algae biofilter system. The horizontal flow biofilter can remove high-load nitrogen, phosphorus, COD and heavy metals can also cover, absorb and remove the odor in sewage.
水平流生物滤池出水通过单通道布水管进入垂直流生物滤池表层。垂直流生物滤池系统从下往上由碎木块层、稻谷壳层、稻草层和旱地红壤层构成,同时,土壤层种植美人蕉、鸢尾、水竹水生植物。垂直流生物滤池处理工程单元中生物质材料(稻草、稻谷壳、碎木、刨花)具有较好的空隙率和透水能力,同时碎木块(大小0.5-10 cm)、稻谷壳、稻草这些生物质材料为微生物的生长提供了有利环境,生物质材料表面丰富的微生物能有效降解污染物、净化水质,土壤层和美人蕉、鸢尾、水竹植物可分别吸附和吸收氮、磷和重金属等,垂直流生物滤池中同时设置四个不同材料层可大大减少了占地面积。在垂直流生物滤池底部用碎木块(大小0.5-10 cm)填充的碎木块层设置水平穿孔管集水,该集水管用10~30 mm粒径的砾石堆包裹防堵塞,同时与斜向上方引水管连接,垂直流生物滤池通过该出水系统把水排出进入第一级表面流人工湿地。 The effluent from the horizontal flow biofilter enters the surface layer of the vertical flow biofilter through a single-channel distribution pipe. The vertical flow biofilter system is composed of broken wood block layer, rice husk layer, straw layer and dry land red soil layer from bottom to top. At the same time, the soil layer is planted with canna, iris, and water bamboo aquatic plants. Biomass materials (straw, rice husk, wood chips, shavings) in the vertical flow biofilter treatment engineering unit have good porosity and water permeability, while wood chips (0.5-10 cm in size), rice husks, straw, etc. Biomass materials provide a favorable environment for the growth of microorganisms. The abundant microorganisms on the surface of biomass materials can effectively degrade pollutants and purify water quality. The soil layer and canna, iris, and water bamboo plants can absorb and absorb nitrogen, phosphorus, and heavy metals, respectively. Simultaneously setting four layers of different materials in the vertical flow biofilter can greatly reduce the occupied area. At the bottom of the vertical flow biofilter, a horizontal perforated pipe is used to collect water in the wood fragment layer filled with wood fragments (0.5-10 cm in size). The vertical flow biofilter is connected to the upper water diversion pipe, and the vertical flow biofilter discharges the water into the first-level surface flow artificial wetland through the water outlet system.
3、人工湿地和稳定塘处理:该级人工湿地为表面流,湿地基质是土壤,湿地植物选择梭鱼草和粉绿狐尾藻。湿地进水口先种植挺水植物梭鱼草,梭鱼草后方种植沉水植物粉绿狐尾藻。梭鱼草和粉绿狐尾藻具有耐污染、生物量大、生长期长等特点。第一级人工湿地能耐受400 mg/L左右氨氮污染,5-30 cm水深的表面流以及梭鱼草和狐尾藻植物根际泌氧形成的好氧环境,进一步促进有机污染物分解和硝化脱氮过程,同时,植物快速生长能大量吸收氮磷等营养元素。第一级人工湿地出水经溢流堰进入第二级表面流人工湿地。溢流堰能增加水体中溶解氧含量,保证水体中COD、氮、磷在第二级人工湿地得到更好的去除。从第一级人工湿地排出的水体含适度浓度(<20 mg/L氨氮和< 2 mg/L磷酸盐)的氮和磷养分,为第二级人工湿地中水生经济蔬菜栽培提供养分。在第二级表面流人工湿地中可种植适合当地环境、生物量大、管理方便的水生蔬菜,如在我国南方可种植水蕹菜、水芹、茭白、西洋菜和荸荠。经过第二级人工湿地对水体氮、磷污染的进一步深度净化处理后,再排入稳定塘。稳定塘内前半段设置水较浅约为0.4-0.7 m,后半段水较深近0.9-1.1 m,前后端分别种植水生植物菖蒲和睡莲,经稳定塘处理后出水达到安全排放水质要求。 3. Treatment of artificial wetlands and stabilization ponds: This level of artificial wetlands is surface flow, the wetland substrate is soil, and the wetland plants choose barracuda and pink-green foxtail. The water inlet of the wetland is first planted with the emergent Pikegrass, and behind the Pikegrass is the submerged plant Prunus viridis. Pikegrass and P. viridis have the characteristics of pollution resistance, large biomass, and long growth period. The first-level constructed wetland can withstand ammonia nitrogen pollution of about 400 mg/L, surface flow at a water depth of 5-30 cm, and an aerobic environment formed by rhizosphere oxygen secretion of barracuda and foxtail algae plants, further promoting the decomposition of organic pollutants and During the nitrification and denitrification process, at the same time, the rapid growth of plants can absorb a large amount of nutrients such as nitrogen and phosphorus. The effluent from the first-level constructed wetland enters the second-level surface flow constructed wetland through the overflow weir. The overflow weir can increase the dissolved oxygen content in the water body, and ensure that COD, nitrogen, and phosphorus in the water body are better removed in the second-level constructed wetland. The water discharged from the first-level constructed wetland contains nitrogen and phosphorus nutrients with moderate concentrations (<20 mg/L ammonia nitrogen and <2 mg/L phosphate), providing nutrients for the cultivation of aquatic economic vegetables in the second-level constructed wetland. Aquatic vegetables that are suitable for the local environment, have large biomass, and are easy to manage can be planted in the second-level surface flow constructed wetland. For example, water spinach, cress, wild rice stem, watercress and water chestnut can be planted in southern my country. After further deep purification of nitrogen and phosphorus pollution in the water body by the second-level constructed wetland, it is discharged into the stabilization pond. The water in the first half of the stabilization pond is shallower at about 0.4-0.7 m, and the water in the second half is deeper at about 0.9-1.1 m. Aquatic plants calamus and water lilies are planted at the front and rear ends respectively. After treatment in the stabilization pond, the effluent meets the water quality requirements for safe discharge.
4、生态景观化配置:在本发明的农村分散式污水集中和处理方法中考虑了提升农村生态环境的景观美化设计,做到处理区域地表看不到污水,闻不到异味,实现农村人居环境美化的效果。 4. Ecological landscaping configuration: In the rural decentralized sewage concentration and treatment method of the present invention, the landscaping design for improving the rural ecological environment is considered, so that no sewage can be seen or smelled on the surface of the treatment area, and rural human settlements can be realized. The effect of landscaping.
首先,农村污水都用PVC管网收集,地表环境看不到污水。其次,生态组合处理工程系统各处理单元做了相应的防漏、除臭、景观美化等处理,如:栅格池和调节池四周密封、表面覆盖,看不到污水和闻不到臭味;第三是在水平流生物滤池上层种植狐尾藻,覆盖污水同时除臭;第四是在垂直流生物滤池上层土壤层种植美人蕉搭配鸢尾和水竹;第五是在第一级表面流人工湿地,种植了生长期长且开花的梭鱼草、绿色成片的狐尾藻,第二级表面流人工湿地春、夏、秋季种植水蕹、茭瓜、荸荠,冬季种植西洋菜、水芹;第六是在稳定塘周边栽种菖蒲,塘中栽种睡莲。上述这些植物搭配栽种,美化了当地环境,改善了人居环境。 First of all, rural sewage is collected with PVC pipe network, and the sewage cannot be seen in the surface environment. Secondly, each treatment unit of the ecological combined treatment engineering system has been treated with corresponding leak prevention, deodorization, landscaping, etc., such as: the grid pool and the regulating pool are sealed around and covered on the surface, so that no sewage can be seen and no odor can be smelled; The third is to plant foxtail algae on the upper layer of the horizontal flow biofilter to cover the sewage and deodorize at the same time; the fourth is to plant cannas with iris and water bamboo on the upper soil layer of the vertical flow biofilter; Constructed wetlands are planted with long-growing and flowering pikegrass and green strips of foxtail algae. Water spinach, watermelon and water chestnuts are planted in spring, summer and autumn in the second-level surface flow constructed wetland, and watercress and watercress are planted in winter. ; The sixth is to plant calamus around the stable pond, and plant water lilies in the pond. The above-mentioned plants are planted together, beautifying the local environment and improving the living environment.
一种农村分散式污水的生态组合处理装置,该装置包括:农村分散式污水汇集管网、栅格池、调节池、“三通”式布水兼取水样管、水平流生物滤池、过滤筛网和布水管、垂直流生物滤池、稻草、稻谷壳、碎木块和刨花、水平放置的穿孔集水管(砾石堆包裹)和45 oC斜向上排水管、第一级表面流人工湿地、高生物量水生植物梭鱼草和粉绿狐尾藻、溢流堰、第二级表面流人工湿地、水生经济作物(水蕹菜、水芹、茭白、西洋菜和荸荠)、“─”形直流排水管、稳定塘、菖蒲、睡莲、“∟”形溢流排水管。其特征在于:分散式村民生活和养殖污水通过管网集中用总进水管道分别与栅格池和调节池相连,调节池经三通式布水兼取水样管与水平流生物滤池相连,滤池填有稻草并在上层栽培狐尾藻,形成稻草-狐尾藻生物滤池系统。水平流生物滤池经过滤筛网-布水管与垂直流生物滤池相连, An ecological combination treatment device for rural decentralized sewage, which includes: rural decentralized sewage collection pipe network, grid pool, regulating pool, "three-way" type water distribution and water sampling pipe, horizontal flow biological filter, Filter screens and distribution pipes, vertical flow biofilters, straw, rice husks, wood chips and shavings, horizontal perforated catchment pipes (wrapped in gravel piles) and 45 o C sloping upward drains, first stage surface flow constructed wetlands , high-biomass aquatic plants barracuda and chrysanthemum, overflow weir, second-level surface flow artificial wetland, aquatic economic crops (water spinach, water celery, wild rice stem, watercress and water chestnut), "─" Straight-flow drainage pipes, stable ponds, calamus, water lilies, and " ∟ " overflow drainage pipes. It is characterized in that: the distributed villagers' life and breeding sewage are connected to the grid pool and the adjustment pool respectively through the main water inlet pipe through the centralized pipe network, and the adjustment pool is connected to the horizontal flow biological filter through the three-way water distribution and water sampling pipe , the filter tank is filled with straw and foxtail algae are cultivated on the upper layer to form a straw-foxtail algae biological filter system. The horizontal flow biological filter is connected to the vertical flow biological filter through the filter screen-water distribution pipe,
该垂直流生物滤池系统从下往上由碎木块层、稻谷壳层、稻草层和旱地红壤层构成,其中,土壤层种植美人蕉、鸢尾、水竹水生植物。垂直流生物滤池经水平放置的穿孔集水管和45 oC上行输水管与第一级表面流人工湿地相连,湿地进水口先种植挺水植物梭鱼草,梭鱼草后方种植沉水植物粉绿狐尾藻。第一级表面流人工湿地经溢流堰与第二级表面流人工湿地相连,该级湿地中主要种植水生蔬菜,如适合我国南方种植的水蕹菜、水芹、茭白、西洋菜和荸荠。第二级表面流人工湿地经─形直流排水管与稳定塘相连,稳定塘分为前后两端,根据种植的水生植物菖蒲和睡莲的不同,设置不同水深。稳定塘末端,装有∟形溢流总排水管。 The vertical flow biofilter system is composed of broken wood block layer, rice husk layer, straw layer and dry land red soil layer from bottom to top, wherein the soil layer is planted with canna, iris and water bamboo aquatic plants. The vertical flow biofilter is connected to the first-stage surface flow artificial wetland through the horizontally placed perforated water collection pipe and the 45 o C upward water delivery pipe. The water inlet of the wetland is planted with emergent pike grass first, and submerged plant powder is planted behind pike grass Green foxtail. The first-level surface-flow constructed wetland is connected to the second-level surface-flow constructed wetland through the overflow weir. Aquatic vegetables are mainly planted in this level of wetland, such as water spinach, cress, wild rice stem, watercress and water chestnut, which are suitable for planting in southern my country. The second-level surface flow artificial wetland is connected to the stabilization pond through a straight-flow drainage pipe. The stabilization pond is divided into front and rear ends, and different water depths are set according to the difference of aquatic plants such as calamus and water lilies. At the end of the stabilization pond, a ∟- shaped overflow main drainage pipe is installed.
栅格池和调节池深度分别为0.5 m和1.0 m。调节池可蓄水深0.4~1.0 m,“三通”式布水兼取水样管上装有开关用于控制调节池中水深,当工艺流程中生物滤池和人工湿地要进行管理时,通过关闭开关让污水在调节池中暂时存放、不排入水平流生物滤池,污水在调节池进行初步厌氧降解。“三通”式布水兼取水样管的一个出口连接水平流生物滤池,水平流生物滤池深0.7 m,可控制水深0.6 m。污染减轻的污水经过过滤筛网和布水管进入垂直流生物滤池的稻草层(土壤层下方),垂直流生物滤池深1.5 m,依次填充0.3 m红壤、0.3 m稻草层、0.4 m稻壳层和0.4 m碎木块层,可控制水深1.1 m左右,布设管和集水管均采用UPVC管,布水管直接连接到土壤层下方稻草层,集水管为水平放置的四周开孔直管(四周包裹砾石堆放堵塞),置放于碎木块层,与集水管连接的为引水管,引水管成斜上方45 oC布设,引水管向上到稻草层中部后连接一直行排水管,排水管将处理污水直接排入人工湿地。第一级表面流人工湿地由稻田和低洼地改建过来,整地、下挖0.1 m左右后,下挖的土壤堆置周边,加宽湿地边界防止渗漏,分别在前段和后段栽种梭鱼草和狐尾藻,两种植物栽种面积比为1:3左右,前后植物段水深都可控制0.3 m左右。第一级人工湿地前段种植栽种挺水植物梭鱼草以便去除悬浮物和泥沙、后段栽种狐尾藻(吸收氮磷污染,同时对流经污水进行富氧),湿地处理出水沿着溢流堰自流进入第二级水平流人工湿地进行深度处理。第二级表面流人工湿地也由稻田和低洼地改建过来整地、下挖0.1 m左右(田块下挖深度由地形即其与第一级人工湿地的高层差决定),保证与第一级人工湿地保持0.1 m以上的自然落差,水深可控制在0.3 m左右,具体水深根据栽种的水生蔬菜决定,栽种水芹、西洋菜、水蕹菜时水深在0.1~0.2 m,栽种茭瓜时水深可达0.3 m左右。稳定塘按前、后段分别下挖0.5 m和1 m,前后段面积比为1:1,下挖土壤堆放四周,加宽塘基,防止水往外渗漏,稳定塘前段周边和中间分别栽种挺水植物菖蒲,后段栽种沉水植物睡莲。 The depths of the grid pool and conditioning pool were 0.5 m and 1.0 m, respectively. The water storage depth of the adjustment tank is 0.4~1.0 m. The "three-way" type water distribution and water sampling pipe is equipped with a switch to control the water depth in the adjustment tank. When the biological filter and the artificial wetland are to be managed in the process, through Turning off the switch allows the sewage to be temporarily stored in the regulating tank and not discharged into the horizontal flow biological filter, and the sewage undergoes preliminary anaerobic degradation in the regulating tank. One outlet of the "three-way" water distribution and water sampling pipe is connected to the horizontal flow biological filter. The horizontal flow biological filter is 0.7 m deep and can control the water depth of 0.6 m. The polluted sewage enters the straw layer (below the soil layer) of the vertical flow biofilter through the filter screen and water distribution pipe. The vertical flow biofilter is 1.5 m deep and filled with 0.3 m red soil, 0.3 m straw layer, and 0.4 m rice husk layer in sequence and a 0.4 m layer of broken wood, the water depth can be controlled to about 1.1 m. Both the layout pipe and the water collection pipe are made of UPVC pipes. The water distribution pipe is directly connected to the straw layer below the soil layer. Gravel piled blockage), placed in the broken wood block layer, connected to the water collection pipe is the water diversion pipe, the water diversion pipe is arranged obliquely upward at 45 o C, and the water diversion pipe goes up to the middle of the straw layer and then connected to a straight drain pipe, the drain pipe will be treated Sewage is discharged directly into the constructed wetland. The first-level surface flow artificial wetland was rebuilt from paddy fields and low-lying land. After preparing the site and digging down about 0.1 m, the soil dug down was piled up around the surrounding area to widen the wetland boundary to prevent leakage. Pikegrass was planted in the front and back sections respectively. and Foxtail algae, the planting area ratio of the two plants is about 1:3, and the water depth of the front and rear plant sections can be controlled to about 0.3 m. The first-level artificial wetland is planted with emergent plants Pikegrass in the front part to remove suspended solids and sediment, and in the back part is planted with foxtail algae (absorbing nitrogen and phosphorus pollution, while enriching oxygen for the sewage flowing through), and the wetland treats the effluent along the overflow The weir flows into the second-level horizontal flow artificial wetland for advanced treatment. The second-level surface flow artificial wetland is also rebuilt from rice fields and low-lying lands, and the ground is excavated about 0.1 m (the depth of the excavation of the field is determined by the terrain, that is, the high-level difference between it and the first-level artificial wetland), ensuring that it is consistent with the first-level artificial wetland. The wetland maintains a natural drop of more than 0.1 m, and the water depth can be controlled at about 0.3 m. The specific water depth depends on the aquatic vegetables planted. About 0.3 m. Dig down 0.5 m and 1 m in the front and back sections of the stabilization pond respectively, and the area ratio of the front and back sections is 1:1. The excavated soil is piled up around the perimeter, and the pond foundation is widened to prevent water from leaking out. The emergent water plant calamus is planted, and the submerged water lily is planted in the latter part.
另外,栅格池、调节池、水平流生物滤池和垂直流生物滤池的长宽比都约为1.5-2:1,栅格池和调节池面积按1:10设计;调节池、水平流生物滤池和垂直流生物滤池面积比为2.5:2.5:1;第一级和第二级表面流人工湿地长宽比约为3:1、面积比1:1.5;稳定塘长宽比为3:1,与第二级表面流人工湿地面积比按1:1设计。具体尺寸根据需要处理的农村污水总量和地形特点稍做调整。 In addition, the length-to-width ratios of grid pools, regulating pools, horizontal flow biofilters and vertical flow biofilters are all about 1.5-2:1, and the area of grid pools and regulating pools is designed at 1:10; The area ratio of the flow biofilter and the vertical flow biofilter is 2.5:2.5:1; the aspect ratio of the first and second surface flow constructed wetlands is about 3:1, and the area ratio is 1:1.5; the aspect ratio of the stabilization pond 3:1, and the area ratio of the second-level surface flow constructed wetland is designed at 1:1. The specific size is slightly adjusted according to the total amount of rural sewage to be treated and the terrain characteristics.
本发明与现有技术相比,具有以下优点和效果:Compared with the prior art, the present invention has the following advantages and effects:
本发明方法工艺流程的设计参考水利工程、生态工程、污水处理工程的相关理论与技术,并结合服务农村区域范围内的污水产生量、分布情况以及发展规划等因素,可以适应农村污水成分复杂多变的特点,实现农村分散式生活和养殖污水高效净化。 The design of the technical process of the method of the present invention refers to the relevant theories and technologies of water conservancy engineering, ecological engineering, and sewage treatment engineering, and combines factors such as the amount of sewage production, distribution, and development planning within the scope of serving rural areas, and can adapt to complex and diverse rural sewage components. The characteristic of changing, to realize the efficient purification of rural decentralized living and breeding sewage.
1.处理效率高:本发明方法在拦截污水中大的杂物后进入调节池,利用物理沉降、微生物作用等初步降解过程去除一定悬浮物和COD等;水平流生物滤池、垂直流生物滤池和第一级人工湿地作为强化处理单元,去除大部分COD、氮、磷污染;第二级人工湿地和稳定塘作为深度处理单元,实现出水达标排放。该处理工艺避免了单一处理类型只能处理某些污染物质或某个浓度范围的污染物质的污水处理模式,出水干净、稳定。处理出水透明、清澈,无异味,对水体中污染物处理效率整体保持在80%以上,即排水中COD、总磷、总氮和氨氮分别低于60mg/L、1 mg/L、20mg/L和8mg/L,出水水质指标达到《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级B标准,对农村污水中氮磷达到深度处理去除效果。 1. High treatment efficiency: the method of the present invention enters the adjustment tank after intercepting large debris in sewage, and uses physical sedimentation, microbial action and other preliminary degradation processes to remove certain suspended solids and COD, etc.; horizontal flow biofilter, vertical flow biofilter The pool and the first-level constructed wetland are used as intensive treatment units to remove most of the COD, nitrogen, and phosphorus pollution; the second-level constructed wetlands and stabilization ponds are used as advanced treatment units to achieve effluent discharge standards. This treatment process avoids the sewage treatment mode in which a single treatment type can only treat certain pollutants or pollutants in a certain concentration range, and the effluent is clean and stable. The treated water is transparent, clear, and odorless, and the overall treatment efficiency of pollutants in the water remains above 80%, that is, the COD, total phosphorus, total nitrogen, and ammonia nitrogen in the wastewater are respectively lower than 60mg/L, 1 mg/L, and 20mg/L And 8mg/L, the effluent water quality index reaches the first-level B standard of the "Pollutant Discharge Standards for Urban Sewage Treatment Plants" (GB 18918-2002), and achieves the effect of advanced treatment and removal of nitrogen and phosphorus in rural sewage.
2.“零动力”运行:结合当地自然背景条件(土地面积、地形、气象、水文因素等),选具有自然高程差的田块、洼地或塘,构建的处理工艺系统达到“零动力”运行要求。 2. "Zero power" operation: Combined with the local natural background conditions (land area, topography, meteorology, hydrological factors, etc.), select fields, depressions or ponds with natural elevation differences, and build a treatment process system to achieve "zero power" operation Require.
3.建设运行费用低、管理简单:根据工艺流程中不同处理单元的特点,使用处理材料多为农村易获取的材料如稻草、稻谷壳、碎木屑、红壤等,建设成本低。整个工艺流程的管理主要是调节沉淀池沉积淤泥的定期清理,人工湿地的植物定期收割、除虫等,管理简单。以构建一个日处理能力30 t/d的本发明处理工艺系统来说,需要利用土地面积约1500m2,前期投资费用约5万元左右。工程运行开始后,动力费为0元/年,人工费和维护修缮费主要包括需日常维护人员负责淤泥清除、植物补种、收割管理等,月工资300元/月),整个组合工艺一年运行总成本不大。 3. Low construction and operation costs and simple management: According to the characteristics of different processing units in the process, the processing materials used are mostly materials that are easily obtained in rural areas, such as straw, rice husk, wood chips, red soil, etc., and the construction cost is low. The management of the entire technological process is mainly to regulate the regular cleaning of sedimentation tank sedimentation, the regular harvesting of plants in the artificial wetland, and the removal of insects, etc., and the management is simple. For the construction of a processing system of the present invention with a daily processing capacity of 30 t/d, a land area of about 1500 m 2 needs to be utilized, and the initial investment cost is about 50,000 yuan. After the start of the project operation, the power cost is 0 yuan/year, labor costs and maintenance and repair costs mainly include daily maintenance personnel responsible for silt removal, plant replanting, harvest management, etc., monthly salary 300 yuan/month), the entire combined process is one year The total running cost is small.
4. 良好的生态环境效应、社会效应:本发明农村污水处理系统可以做到让处理农村区域地表不见污水,农村污水处理后达标排放进入下游河道,能有效控制农业面源污染;同时水平流生物滤池、垂直生物滤池、人工湿地、稳定塘等处理单元都搭配种植水生植物,具有很好的观赏价值;另外,在养殖废水处理达标的情况下,人工湿地、稳定塘可种植无害水生蔬菜,创造经济效益,便于该发明技术在农村推广应用。 4. Good ecological environment effect and social effect: the rural sewage treatment system of the present invention can make the surface of the rural area see no sewage, and the rural sewage can be discharged into the downstream river after the treatment reaches the standard, which can effectively control the agricultural non-point source pollution; at the same time, the horizontal flow biological Treatment units such as filters, vertical biofilters, constructed wetlands, and stabilizing ponds are all equipped with aquatic plants, which have good ornamental value; in addition, when the aquaculture wastewater treatment reaches the standard, the constructed wetlands and stabilizing ponds can be planted with harmless aquatic plants. vegetables, create economic benefits, and facilitate the popularization and application of the invented technology in rural areas.
附图说明 Description of drawings
图1为一种农村污水的组合式生态处理方法净化流程示意图。 Figure 1 is a schematic diagram of the purification process of a combined ecological treatment method for rural sewage.
图2为一种农村分散式污水的生态组合处理装置示意图。 Figure 2 is a schematic diagram of an ecological combination treatment device for rural decentralized sewage.
其中:1.总进水管道,2.栅格池,3.调节池,4.“三通”式布水兼取水样管,5.水平流生物滤池,6.稻草,7.粉绿狐尾藻,8. 过滤筛网-布水管(布水管前段用筛网过滤防堵塞),9.垂直流生物滤池,10.红壤,11.稻谷壳,12.碎木块,13.水平放置的穿孔集水管和45 oC上行输水管,14.第一级水平流人工湿地,15.梭鱼草,16.排水渠,17.溢流堰,18.第二级水平流人工湿地,19.水生经济植物(水芹、水蕹、西洋菜、茭瓜等)20.“─”形直流排水管,21.稳定塘,22.水生植物(菖蒲、睡莲等),23.“∟”形溢流总排水管,24a.第一稻草层,25.红壤层,24b. 第二稻草层,26.稻谷壳层,27.碎木块层,28a. 第一农田土层,28b. 第二农田土层,29.稳定塘底泥。 Among them: 1. Main water inlet pipe, 2. Grid pool, 3. Adjusting pool, 4. "Teee" type water distribution and water sampling pipe, 5. Horizontal flow biological filter, 6. Straw, 7. Powder Green foxtail algae, 8. Filtration screen-water distribution pipe (the front part of the water distribution pipe is filtered with a screen to prevent clogging), 9. Vertical flow biofilter, 10. Red soil, 11. Rice husk, 12. Broken wood, 13. Horizontally placed perforated water collection pipe and 45 o C upward water delivery pipe, 14. First-level horizontal flow constructed wetland, 15. Pikegrass, 16. Drainage channel, 17. Overflow weir, 18. Second-level horizontal flow constructed wetland , 19. Aquatic economic plants (cress, water spinach, watercress, watermelon, etc.) 20. "─"-shaped direct-flow drainage pipe, 21. Stable pond, 22. Aquatic plants (calamus, water lily, etc.), 23. " ∟ " Shaped overflow general drainage pipe, 24a. first straw layer, 25. red soil layer, 24b. second straw layer, 26. rice husk layer, 27. broken wood block layer, 28a. first farmland soil layer, 28b. second 2. Farmland soil layer, 29. Stabilize pond bottom mud.
具体实施方式 Detailed ways
实施例1(如图1和图2所示): Embodiment 1 (as shown in Figure 1 and Figure 2):
在长沙县开慧镇葛家山村,选取该村一村民组的农民生活和养殖污水为处理对象,该片区有13户人家,常住人口48人,生猪养殖最大头数约1000头左右,各养猪户都有运行几年的沼气池,但沼气池运行效果不稳定,养殖污水几乎是直接外排,部分沟渠排水常年都是黑水。该区域是典型的南方丘陵地形,土地利用方式随地势从高到底依次为林地、居民建筑用地、农田,农民房屋和养猪栏舍位于地势较高的山坡-山脚地带。将本发明的农村污水组合式处理工程建立在地势低的农田附近,这样可实行管网集中农村生活和养殖污水沼气池处理出水自流输送(不需要提供动力)。通过本发明建立农村分散式污水生态示范工程处理:设计工程接受总氮量约为8000 g/d,总磷约为600 g/d,水力总负荷约25 m3/d,出水水质执行《城镇污水处理厂污染物排放标准》(GB18918--2002)一级B标准)。一种农村分散式污水的生态组合处理方法,其步骤是: In Gejiashan Village, Kaihui Town, Changsha County, the household and breeding sewage of a villager group in the village was selected as the treatment object. There are 13 households in this area, with a permanent population of 48 people. The maximum number of live pigs is about 1,000. Pig households have biogas digesters that have been in operation for several years, but the operation effect of the biogas digesters is unstable. The breeding sewage is almost directly discharged outside, and the drainage of some ditches is black water all the year round. This area is a typical southern hilly terrain. The land use pattern from high to low is forest land, residential building land, and farmland. Farmers' houses and pig pens are located on the higher hillside - the foot of the mountain. The rural sewage combined treatment project of the present invention is built near the low-lying farmland, so that the pipe network can be concentrated in the rural life and aquaculture sewage biogas tanks to treat the effluent by self-flow (no need to provide power). Establish rural decentralized sewage ecological demonstration project treatment through the present invention: the design project accepts about 8000 g/d of total nitrogen, about 600 g/d of total phosphorus, about 25 m 3 /d of hydraulic total load, and the effluent water quality implements "urban" Pollutant Discharge Standards for Sewage Treatment Plants (GB18918--2002) Level B Standard). An ecological combined treatment method for rural decentralized sewage, the steps of which are:
1、研究农村片区污水收集与前处理: 1. Research on sewage collection and pre-treatment in rural areas:
根据研究区污水排放量选择合适尺寸的管道(给水排水设计手册第5册)连接各家各户的污水出口,材料选择根据相关标准执行,管材选用PVC管(按GB/T13663规定执行)。研究区污水通过管网集中到一个总汇水管(管直径250 mm)被送入处理工程的栅格池(长2 m*宽1 m*深0.6 m,面积2 m2)。栅格池对进入污水进行初沉淀去除大颗粒杂物和栅格截留去除大的悬浮物或漂浮物。栅格池连着调节池,从栅格池溢流出水中颗粒态悬浮物及泥沙在调节池(长6 m*宽4 m*深0.8 m,面积24 m2)进一步发生物理沉淀截留,调节池可蓄水深0.7 m,如有特殊情况,外来水量过大,超过下方的水平流生物滤池和垂直流生物滤池水通过能力,则多余的水将通过溢流管排入第一级表面流人工湿地。 According to the amount of sewage discharge in the research area, select pipes of appropriate size (Water Supply and Sewerage Design Manual, Volume 5) to connect the sewage outlets of each household. The material selection is implemented in accordance with relevant standards, and the pipe material is PVC pipe (implemented in accordance with GB/T13663 regulations). Sewage in the research area is concentrated into a general water pipe (pipe diameter 250 mm) through the pipe network and sent to the grid pool of the treatment project (length 2 m*width 1 m*depth 0.6 m, area 2 m 2 ). The grid pool conducts primary sedimentation to remove large particles of impurities and grid interception to remove large suspended or floating solids for the incoming sewage. The grid tank is connected to the adjustment tank, and the particulate suspended matter and sediment in the overflow water from the grid tank will further undergo physical sedimentation and interception in the adjustment tank (length 6 m*width 4 m*depth 0.8 m, area 24 m 2 ). The tank can store water at a depth of 0.7 m. In special cases, if the external water volume is too large and exceeds the water passing capacity of the horizontal flow biofilter and vertical flow biofilter below, the excess water will be discharged into the first stage through the overflow pipe. Surface stream constructed wetlands.
2、生物滤池处理:采用6道并排安置的“三通”式布水兼取水样管(该输水管道设置为三通开关,三通开关一个出水口可以直接采集调节池出水水样)把调节池出水分散输入水平流生物滤池(长7 m*宽3.5 m*深0.6 m,面积24.5 m2)。水平流生物滤池设两层,下层填放40 cm深稻草层,稻草上面覆盖种植粉绿狐尾藻。稻草-粉绿狐尾藻系统存在3个含氧特征层:底层稻草为厌氧层,中间层狐尾藻通过生长代谢、根际泌氧等途径构成缺氧层,上层主要是狐尾藻植物在水表面生长,呈现为好氧层。在水平流生物滤池中通过稻草表明附着的大量厌氧-兼性厌氧微生物和狐尾藻植物根际表面好氧微生物代谢,可去除高负荷的氮、COD,并且固定磷、重金属等。同时狐尾藻生长能吸收养分,更重要的是能除掉污水中臭味。从水平流生物滤池处理污水通过3道并排安置过滤筛网和布水管分别进入3个并排独立的垂直流生物滤池系统。3个并排独立的滤池尺寸一致(长4 m*宽2.5 m*深1.5 m,面积10 m2)从下往上都依次填充0.4 m碎木块层、0.4 m稻壳层、0.3 m稻草层、0.3 m红壤层,同时,土壤层种植美人蕉。水平流生物滤池出水通过穿孔水平放置集水管(砾石堆包裹)和45 oC斜向上排水管直接接入土壤层下方的稻草层。垂直流生物滤池的排水系统设置如下:在碎木块层水平放置四周钻小孔、直径为15 cm集水管,在该开孔直管四周包裹10-30 mm粒径砾石堆防止堵塞,与集水管连接的为引水管,引水管成斜上方45 oC布设,引水管向上到稻草层中部后再连通一水平直行的排水管,排水管将处理污水直接排入第一级表面流人工湿地,排水管的出水口高度设置位于控制垂直生物反应池的水深1.1 m的位置。在该处理单元附着在生物质材料表面的微生物主要进行生物脱氮和固磷作用,土壤层可吸附磷和重金属等。 2. Biological filter treatment: adopt 6 "three-way" type water distribution and water sampling pipes arranged side by side (the water delivery pipeline is set as a three-way switch, and one outlet of the three-way switch can directly collect water samples from the regulating pool. ) Distribute the effluent from the regulating tank into the horizontal flow biological filter (length 7 m* width 3.5 m* depth 0.6 m, area 24.5 m 2 ). The horizontal flow biological filter has two layers, the lower layer is filled with a 40 cm deep straw layer, and the straw is covered with pink green algae. There are three oxygen-containing characteristic layers in the rice straw-P. viridis system: the bottom layer is the anaerobic layer of the straw, the middle layer is the anoxic layer formed by the growth and metabolism of the rhizosphere, and the upper layer is mainly the foxtail plants. Grows on water surfaces, presenting as an aerobic layer. In the horizontal flow biofilter, the attached large amount of anaerobic-facultative anaerobic microorganisms and aerobic microorganisms on the surface of the rhizosphere of Foxtail algae plants can remove high loads of nitrogen and COD, and fix phosphorus and heavy metals through rice straw. At the same time, the growth of foxtail algae can absorb nutrients, and more importantly, it can remove the odor in sewage. Sewage treated from the horizontal flow biofilter enters into three side by side independent vertical flow biofilter systems through three side-by-side filter screens and water distribution pipes. Three side-by-side independent filter tanks are of the same size (length 4 m*width 2.5 m*depth 1.5 m, area 10 m 2 ). From bottom to top, they are filled with 0.4 m of broken wood, 0.4 m of rice husk, and 0.3 m of straw layer, 0.3 m red soil layer, and at the same time, the soil layer planted canna. The effluent from the horizontal flow biofilter is directly connected to the straw layer below the soil layer through the perforated horizontal collection pipe (wrapped by gravel pile) and the 45 o C inclined upward drainage pipe. The drainage system of the vertical flow biofilter is set as follows: Drill small holes around the layer of broken wood and place a 15 cm diameter water collection pipe, wrap 10-30 mm diameter gravel piles around the open hole straight pipe to prevent clogging, and The water collection pipe is connected to the water diversion pipe, which is arranged at an angle of 45 o C above. The water diversion pipe goes up to the middle of the straw layer and then connects to a horizontal and straight drainage pipe. The drainage pipe directly discharges the treated sewage into the first-level surface flow constructed wetland. , the height of the water outlet of the drainage pipe is set to control the water depth of 1.1 m in the vertical bioreactor. The microorganisms attached to the surface of biomass materials in this treatment unit mainly perform biological denitrification and phosphorus fixation, and the soil layer can absorb phosphorus and heavy metals.
3、人工湿地和稳定塘处理: 3. Treatment of constructed wetlands and stabilization ponds:
从垂直流生物滤池出水进入第一级表面流人工湿地,该人工湿地由水稻田改建,水稻田有良好的犁底层,可防止污水中污染物垂直渗漏,该级人工湿地分两段,前段为种植挺水植物梭鱼草(成形植物株高达1 m左右)区(长6 m*宽10 m),能缓冲垂直生物反应池出水、通过植物吸收去除部分N、P、COD;后段为种植绿狐藻区(长20 m*宽10 m),狐尾藻生物量大、生长周期长,能有效吸收去除污水中较高的N、P、COD。前后段水深根据需要最深可控制0.3 m。第一级表面流人工湿地处理后出水通过溢流堰自流至第二级表面流人工湿地。 The effluent from the vertical flow biological filter enters the first-level surface flow constructed wetland. The constructed wetland is rebuilt from a paddy field. The paddy field has a good plow bottom to prevent vertical leakage of pollutants in the sewage. This level of constructed wetland is divided into two sections. The front section is an area (6 m long x 10 m wide) where the emergent plant barracuda is planted (the height of the formed plant is about 1 m), which can buffer the effluent of the vertical biological reaction tank and remove part of N, P, and COD through plant absorption; the back section In order to plant the green foxtail area (length 20 m * width 10 m), foxtail algae has a large biomass and a long growth cycle, which can effectively absorb and remove higher N, P, and COD in sewage. The water depth of the front and rear sections can be controlled up to 0.3 m according to needs. After the treatment of the first-level surface flow constructed wetland, the effluent flows through the overflow weir to the second-level surface flow constructed wetland.
第二级表面流人工湿地(长30 m*宽10 m)也由稻田改建过来整地、下挖0.1 m左右(田块下挖深度由地形即其与第一级人工湿地的高层差决定),保证与第一级人工湿地保持0.1 m以上的自然落差,水深可控制0.2~0.3 m左右,具体水深根据栽种的水生蔬菜决定,栽种水芹、西洋菜、水蕹菜时水深在0.1-0.2 m,栽种茭瓜时水深可达0.3 m左右。第二级表面流湿地出水通过“─”形直流排水管进入稳定塘。稳定塘的长宽约为30 m*10 m,按前、后段分别下挖0.5 m和0.9 m,前后段面积比为1:1,下挖土壤堆放四周,加宽塘基,防止水侧渗,稳定塘前段周边和中间分别栽种挺水植物菖蒲,后段栽种沉水植物睡莲。稳定塘处理后达到排放标准的出水通过“∟”形溢流排水管溢出进入旁边农田。 The second-level surface flow constructed wetland (length 30 m*width 10 m) was also reconstructed from the paddy field and excavated about 0.1 m down (the depth of excavation in the field is determined by the topography, that is, the height difference between it and the first-level constructed wetland). Ensure to maintain a natural drop of more than 0.1 m with the first-level artificial wetland, and the water depth can be controlled at about 0.2-0.3 m. The specific water depth is determined by the aquatic vegetables planted. When planting cress, watercress, and water spinach, the water depth is 0.1-0.2 m , the water depth can reach about 0.3 m when planting zucchini. The effluent from the second-level surface flow wetland enters the stabilization pond through the "─"-shaped straight-line drainage pipe. The length and width of the stabilization pond are about 30 m*10 m. The front and rear sections are dug down 0.5 m and 0.9 m respectively, and the area ratio of the front and back sections is 1:1. For infiltration, emergent water plants calamus are planted around and in the front section of the stabilizing pond, and submerged water lily plants are planted in the back section. The effluent that reaches the discharge standard after treatment in the stabilization pond overflows into the adjacent farmland through the " ∟ " shaped overflow drain.
4、生态景观化配置:本发明的农村分散式污水集中和处理方法实施中考虑改善美化农村生态环境,增加了部分景观设计。 4. Ecological landscape configuration: In the implementation of the rural decentralized sewage concentration and treatment method of the present invention, the improvement and beautification of the rural ecological environment are considered, and part of the landscape design is added.
首先,对农村分散式生活和养殖排水都用PVC管收集,即保证农村污水不通过地表沟渠露天排放,因此,地表看不到脏水。同时,生态组合处理工程系统各处理单元都有合适的防漏、除臭、景观美化处理:具体是在栅格池和调节池四周和底部密封、上面除预留排污泥口外也密封,排污泥口平时用钢板覆盖,防止臭味溢出;水平流生物滤池上层栽种狐尾藻,长成的狐尾藻密度大、像一片绿色地毯;在垂直流生物滤池土壤层种植高大美人蕉搭配中等水竹、低矮鸢尾,形成高、中、低层次立体景观;在第一级表面流人工湿地,分别种植生长期长、开紫花的挺水植物梭鱼草和绿色成片似地毯的狐尾藻;第二级表面流人工湿地夏、秋季种植水蕹、茭瓜,春季、冬季种植西洋菜、水芹;在稳定塘的周边栽种菖蒲,塘中种睡莲。上述这些植物搭配栽种,美化了当地环境,改善了人居环境。 First of all, PVC pipes are used to collect the drainage of rural distributed life and farming, that is, to ensure that rural sewage is not discharged through surface ditches, so dirty water cannot be seen on the surface. At the same time, each treatment unit of the ecological combined treatment engineering system has appropriate leak-proof, deodorizing, and landscaping treatments: specifically, it is sealed around and at the bottom of the grid pool and regulating pool, and the top is also sealed except for the sludge discharge port reserved for drainage. The sludge outlet is usually covered with a steel plate to prevent the overflow of odors; the upper layer of the horizontal flow biological filter is planted with foxtail algae, and the grown foxtail algae is dense, like a green carpet; the vertical flow biological filter is planted with tall canna Medium water bamboo and low iris form a three-dimensional landscape of high, medium and low levels; in the first-level surface flow constructed wetland, the long-growing and purple-flowered emergent plants barracuda and green carpet-like foxtail are planted respectively. Caucus; the second-level surface flow artificial wetland is planted with water spinach and watermelon in summer and autumn, and watercress and cress in spring and winter; plant calamus around the stable pond, and water lilies in the pond. The above-mentioned plants are planted together, beautifying the local environment and improving the living environment.
一种用于实现一种农村分散式污水的生态组合处理装置,它包括:总进水管道1、栅格池2、调节池3、三通式布水兼取水样管4、水平流生物滤池5、稻草6、粉绿狐尾藻7、过滤筛网-布水管8、垂直流生物滤池9、红壤10、稻谷壳11、碎木块12、水平放置的穿孔集水管和45 oC上行输水管13、人工湿地14梭鱼草15、排水渠16、溢流堰17、第二级水平流人工湿地18、水生经济植物19(水芹、水蕹、西洋菜、茭瓜等)、─形直流排水管20、稳定塘21、水生植物22(菖蒲、睡莲等)、∟形溢流总排水管23、第一稻草层24A、红壤层25、第二稻草层24B、稻谷壳层26、碎木块层27、第一农田土层28A、第二农田土层28B、稳定塘底泥29。
An ecological combined treatment device for realizing a kind of rural decentralized sewage, which includes: a main water inlet pipe 1, a grid pool 2, a regulating pool 3, a three-way water distribution and sampling pipe 4, and a horizontal flow biological Filter tank 5, straw 6, foxtail algae 7, filter screen-water distribution pipe 8, vertical flow biofilter 9, red soil 10,
其连接关系为:分散式村民生活和养殖污水通过管网集中用总进水管道1分别与栅格池2和调节池3相连,调节池3经三通式布水兼取水样管4与水平流生物滤池5相连,水平流生物滤池5经过滤筛网-布水管8与垂直流生物滤池9相连,垂直流生物滤池9经水平放置的穿孔集水管和45 oC上行输水管13与第一级表面流人工湿地14相连,第一级表面流人工湿地14经溢流堰17与第二级表面流人工湿地18相连,第二级表面流人工湿地18经“─”形直流排水管20与稳定塘21相连,在稳定塘21末端装有“∟”形溢流总排水管23,调节池3污水经过六道水平安置并排的三通式布水兼取水样管4进入水平流生物滤池5,再通过过滤筛网-布水管8进入垂直流生物滤池9,通过水平放置的穿孔集水管和45 oC上行输水管13垂直流生物滤池出水进入第一级表面流人工湿地14,处理污水再经过溢流堰17进入第二级表面流人工湿地18,污染去除后出水经过“─”形直流排水管20进入稳定塘21,最后,出水经过“∟”形溢流总排水管23排出进入周边的农田。上述装置的详细组合是:总进水管1是农村生活和养殖污水集中进入总管道;栅格池2和调节池3对收集的农村生活和养殖污水进行初级沉淀、过滤;水平流生物滤池5、垂直流生物滤池9、第一级表面流人工湿地14、第二级表面流人工湿地18、稳定塘21是污水净化功能单元;水平流生物滤池5中下层放置稻草、稻草上栽种绿狐尾藻,垂直流生物滤池9从下往上依次填放0.4 m碎木块层、0.4 m稻壳层、0.3 m稻草层、0.3 m红壤层,同时,土壤层种植美人蕉;第一级表面流人工湿地14前段栽种梭鱼草、后段栽种绿狐尾藻,第二级表面流人工湿地18中根据季节变化,夏、秋季种植水蕹、茭瓜,春季、冬季种植西洋菜、水芹;在稳定塘的周边栽种菖蒲,塘中种睡莲。各净化功能单元通过不同的联接方式如“三通”式布水兼取水样管4、过滤筛板-输水管8、水平放置的穿孔集水管和45 oC上行输水管13、溢流堰17、“─”形直流排水管进行连通。“三通”式布水兼取水样管4设置“三通”模式,一个通道把调节池3水输入水平流生物滤池5,另一个出口用于采集调节池水样,同时,通过设置6个“三通”式布水兼取水样管4达到把调节池水较均匀的接入到水平流生物滤池5;过滤筛板-输水管8前端连接水平流生物滤池5,后端置于垂直流生物滤池9的红壤层下面,把水直接输入到土壤层以下;水平放置的穿孔集水管和45 oC上行输水管13前端通过一个打孔“横管”收集过滤反硝化池处理后污水,通过一根45°斜管把水引出进入表面流人工湿地14;长10 m、宽0.4 m的溢流堰17用于把第一级表面流人工湿地14处理后污水均匀地输入第二级表面流人工湿地18;最后,经过1根“─”形直流排水管20把第二级表面流人工湿地18出水接入稳定塘21,最后通过1跟“∟”形溢流总排水管23排出进入周边的农田。
The connection relationship is as follows: the distributed villagers' living and breeding sewage are connected to the grid pool 2 and the regulating pool 3 through the main water inlet pipe 1 through the centralized pipe network, and the regulating pool 3 is connected to the grid pool 2 and the regulating pool 3 through the three-way water distribution and sampling pipe 4. Horizontal flow biofilter 5 is connected, and horizontal flow biofilter 5 is connected to vertical flow biofilter 9 through filter screen-water distribution pipe 8, and vertical flow biofilter 9 is connected to vertical flow biofilter 9 through horizontally placed perforated water collection pipe and 45 o C upward conveying The
5. 运行效果: 5. Running effect:
由中国科学院亚热带农业生态研究所按照本发明方法设计,以“十三五”国家科技支撑计划项目为支撑,2012年底建设“农村生活和养殖污水生态处理试验示范工程” 位于开慧镇葛家山村,2013年3月正常投入使用。该示范工程处理葛家山农村一片区农户的生活污水和分散式养殖污水。运行一年期间,进水水质COD、总氮、氨氮和总磷各指标月平均浓度分别为362 mg/L、197 mg/L、133 mg/L和20.15 mg/L,水平流生物滤池对COD、总磷、总氮和氨氮的去除率在50%~60%,经过垂直流生物滤池及表面流人工湿地的进一步深度处理,最终稳定塘出水COD、总氮、氨氮和总磷平均浓度分别为43 mg/L、5.58 mg/L、1.37 mg/L和0.59 mg/L,各指标的平均去除率达到88%、97% 、98%和97%,污水处理效果稳定达标。整个工程具备“零动力”和“清洁安全”特点,运行管理简单方便。本发明具有对农村污水净化能力强、稳定、投资省、管理方便等优点,适用于农村分散式生活和养殖排污特点,可作为农村污染无害化和资源化一种环境友好模式加以推广应用,改善农村生态环境。 Designed by the Institute of Subtropical Agroecology of the Chinese Academy of Sciences according to the method of the present invention, and supported by the "13th Five-Year" National Science and Technology Support Project, the "Rural Living and Breeding Sewage Ecological Treatment Experimental Demonstration Project" was built at the end of 2012. It is located in Gejiashan Village, Kaihui Town , put into use normally in March 2013. This demonstration project treats the domestic sewage and decentralized aquaculture sewage of farmers in a rural area of Gejiashan. During the one-year operation period, the monthly average concentrations of COD, total nitrogen, ammonia nitrogen and total phosphorus in the influent water were 362 mg/L, 197 mg/L, 133 mg/L and 20.15 mg/L respectively. The removal rate of COD, total phosphorus, total nitrogen and ammonia nitrogen is 50%~60%. After further advanced treatment in vertical flow biofilter and surface flow artificial wetland, the average concentration of COD, total nitrogen, ammonia nitrogen and total phosphorus in the pond effluent will be stabilized. They were 43 mg/L, 5.58 mg/L, 1.37 mg/L and 0.59 mg/L respectively. The average removal rate of each index reached 88%, 97%, 98% and 97%, and the sewage treatment effect was stable and up to standard. The whole project has the characteristics of "zero power" and "clean and safe", and the operation and management are simple and convenient. The invention has the advantages of strong purification ability for rural sewage, stability, low investment, and convenient management. It is suitable for the characteristics of rural decentralized life and aquaculture sewage discharge, and can be popularized and applied as an environmentally friendly mode of harmless and resourceful rural pollution. Improve the rural ecological environment.
6. 运行费用 6. Operating costs
(1)动力费为0元/年;(2)人工费和维护修缮费:人工费约0.36 万元/年(需日常维护人员1名,负责淤泥清除、植物补种、收割管理等,月工资300元/月),整个组合工艺一年运行总成本为0.5万元左右。 (1) Power costs are 0 yuan/year; (2) Labor costs and maintenance and repair costs: labor costs are about 3,600 yuan/year (one daily maintenance person is required, responsible for silt removal, plant replanting, harvesting management, etc., monthly The salary is 300 yuan/month), and the total operating cost of the whole combination process is about 5,000 yuan a year.
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