CN116002888A - Distributed domestic sewage integrated ecological treatment system - Google Patents

Distributed domestic sewage integrated ecological treatment system Download PDF

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CN116002888A
CN116002888A CN202211601219.8A CN202211601219A CN116002888A CN 116002888 A CN116002888 A CN 116002888A CN 202211601219 A CN202211601219 A CN 202211601219A CN 116002888 A CN116002888 A CN 116002888A
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vertical flow
water
sedimentation tank
domestic sewage
treatment system
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张漓杉
钟山
杨海兰
冯军
沈莎
陈礼全
钟斌
梁全刚
陈作谈
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Guangxi Changrun Environment Engineering Co ltd
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Guangxi Changrun Environment Engineering Co ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
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    • Y02W10/10Biological treatment of water, waste water, or sewage

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Abstract

The invention relates to a distributed domestic sewage integrated ecological treatment system which comprises a vertical flow sedimentation tank, a vertical flow constructed wetland and an ultraviolet sterilizer; the side of the vertical flow sedimentation tank is provided with a central water inlet, the central water inlet is connected with a pipeline, the pipeline extends to the bottom of the vertical flow sedimentation tank, the bottom of the vertical flow sedimentation tank is provided with a mud discharging port, the upper end of the vertical flow sedimentation tank is provided with a serrated overflow weir, and the outside of the overflow weir is provided with a water collecting area; the vertical flow constructed wetland is positioned at the lower side of the water collecting area, the lower end of the vertical flow constructed wetland is provided with a first water outlet, the first water outlet is connected with the bottom of the ultraviolet sterilizer, and the position, close to the upper end, of the side surface of the ultraviolet sterilizer is provided with a second water outlet. The invention realizes the efficient purification of sewage through filtration, adsorption, coprecipitation, ion exchange, plant absorption and microbial decomposition, the treated water is discharged into natural water body after passing through an ultraviolet sterilizer, and the invention can be used for treating and dispersing small-flow domestic sewage, has stable effluent quality and low operation and maintenance cost.

Description

一种分散式生活污水一体化生态处理系统A decentralized domestic sewage integrated ecological treatment system

技术领域technical field

本发明属于环保技术领域,涉及一种生活污水处理系统,具体是一种分散式生活污水一体化生态处理系统。The invention belongs to the technical field of environmental protection and relates to a domestic sewage treatment system, in particular to a decentralized integrated ecological treatment system for domestic sewage.

背景技术Background technique

我国农村和乡镇人口居住相对分散,污染源不易集中,空间区域跨度大,难以统一污水收集管网,加之村镇污水水量不稳定,水质成分复杂,有机物浓度较低,影响微生物生长和繁殖,难以维持传统污水厂污水处理设施正常运行。应该重视对分散式生活污水的新型污水处理工艺研究。The population of rural and townships in my country is relatively scattered, pollution sources are not easy to concentrate, and the spatial span is large, so it is difficult to unify the sewage collection pipe network. In addition, the amount of sewage in villages and towns is unstable, the water quality is complex, and the concentration of organic matter is low, which affects the growth and reproduction of microorganisms. It is difficult to maintain the traditional The sewage treatment facilities of the sewage plant are in normal operation. Attention should be paid to the research on the new sewage treatment process of distributed domestic sewage.

目前,分散式污水处理已成为国内外生活污水处理的一种理念和方法。在农村污水治理过程中,如何借鉴国内外分散式生活污水处理的成功经验,应用分散式污水特点,结合当地经济水平、自然条件、环境目标、采用适当处理工艺成为一个难点。At present, decentralized sewage treatment has become a concept and method of domestic and foreign domestic sewage treatment. In the process of rural sewage treatment, how to learn from the successful experience of domestic and foreign decentralized domestic sewage treatment, apply the characteristics of decentralized sewage, combine local economic level, natural conditions, environmental objectives, and adopt appropriate treatment technology has become a difficult point.

发明内容Contents of the invention

本发明的目的在于针对村镇生活污水分布较为分散、水质水量不稳定的特点,提供一种分散式生活污水一体化生态处理系统,该系统整体污水处理工艺简单、容易实施并且实施成本低,有效的解决了背景技术中提出的问题。The purpose of the present invention is to provide a decentralized integrated ecological treatment system for domestic sewage in view of the characteristics of scattered distribution of domestic sewage in villages and towns and unstable water quality and quantity. The overall sewage treatment process of the system is simple, easy to implement, and low in implementation cost. The problems raised in the background art are solved.

解决上述技术问题的技术方案是:一种分散式生活污水一体化生态处理系统,包括竖流式沉淀池、垂直流人工湿地和紫外消毒器;所述竖流式沉淀池侧面靠上端的位置设有中心进水口,中心进水口连接有管道,且管道延伸至竖流式沉淀池靠底部的位置,所述竖流式沉淀池的底部设有排泥口,所述竖流式沉淀池上端设有锯齿状的溢流堰,溢流堰外部设有集水区;所述垂直流人工湿地位于集水区下侧,所述垂直流人工湿地下端设有第一出水口,所述第一出水口与紫外消毒器的底部连接,所述紫外消毒器侧面靠上端的位置设有第二出水口。The technical solution to the above technical problems is: a decentralized integrated ecological treatment system for domestic sewage, including a vertical flow sedimentation tank, a vertical flow artificial wetland and an ultraviolet sterilizer; There is a central water inlet, the central water inlet is connected with a pipeline, and the pipeline extends to the bottom of the vertical flow sedimentation tank, the bottom of the vertical flow sedimentation tank is provided with a mud discharge port, and the upper end of the vertical flow sedimentation tank is provided There is a zigzag overflow weir, and a catchment area is set outside the overflow weir; the vertical flow artificial wetland is located on the lower side of the water catchment area, and the bottom end of the vertical flow artificial wetland is provided with a first water outlet, and the first outlet The water outlet is connected with the bottom of the ultraviolet sterilizer, and the side of the ultraviolet sterilizer near the upper end is provided with a second water outlet.

本发明进一步的技术方案是:所述竖流式沉淀池的中部设有隔离板,所述隔离板上分布有透水孔。A further technical solution of the present invention is: an isolation plate is provided in the middle of the vertical flow sedimentation tank, and water permeable holes are distributed on the isolation plate.

本发明进一步的技术方案是:所述竖流式沉淀池的下端为漏斗状的伞形挡板,排泥口设置在伞形挡板底部。A further technical solution of the present invention is: the lower end of the vertical flow sedimentation tank is a funnel-shaped umbrella-shaped baffle, and the mud discharge port is arranged at the bottom of the umbrella-shaped baffle.

本发明进一步的技术方案是:所述垂直流人工湿地靠上侧的位置设有沿水平方向延伸的布水管,所述布水管的侧面分布有出水孔,所述布水管的进水口位于集水区下侧。A further technical solution of the present invention is: the vertical flow artificial wetland is provided with a water distribution pipe extending in the horizontal direction near the upper side, and water outlet holes are distributed on the side of the water distribution pipe, and the water inlet of the water distribution pipe is located at the water collecting the lower side of the area.

本发明进一步的技术方案是:所述垂直流人工湿地设有填料层,所述填料层自上向下依次为蛭石填料层、纳米零价铁碳填料层、石灰石填料层;所述垂直流人工湿地的填料自上而下粒径依次增大。The further technical solution of the present invention is: the vertical flow constructed wetland is provided with a filler layer, and the filler layer is successively a vermiculite filler layer, a nanometer zero-valent iron carbon filler layer, and a limestone filler layer from top to bottom; The particle size of the filler in the constructed wetland increases sequentially from top to bottom.

本发明进一步的技术方案是:所述垂直流人工湿地地表上方种植有水生植物,所述水生植物为黄菖蒲、芦苇、美人蕉、水葱、灯心草中的一种或多种。A further technical solution of the present invention is: aquatic plants are planted above the surface of the vertical flow constructed wetland, and the aquatic plants are one or more of calamus, reeds, cannas, water onions, and rushes.

本发明一种分散式生活污水一体化生态处理系统由于采用上述方案,具有如下有益效果:A decentralized domestic sewage integrated ecological treatment system of the present invention has the following beneficial effects due to the adoption of the above scheme:

1.采用本发明对生活污水处理流程为:竖式沉淀池、垂直流人工湿地、紫外消毒器相结合的工艺,利用竖式沉淀池对污水进行沉淀,经过溢流堰集水区跌落自然曝气,流入垂直流人工湿地,使垂直流人工湿地的微生物生长及大量繁殖,并在好氧状态下对污染物进行分解,在整个下行流人工湿地基质呈现好氧、缺氧、厌氧状态,增强微生物的硝化和反硝化作用,强化微生物去氮效果;同时利用纳米零价铁碳的微电解环境,强化有机物的分解,使微生物更有效的去除有机污染物;再利用石灰石填料层处理磷酸盐,最后出水经过紫外消毒器进行消毒灭菌处理,经过处理后的水质可稳定达到《城镇污水处理厂污染物排放标准》(GB18918-2002)一级A标准;1. The process of domestic sewage treatment by the present invention is: a combination of vertical sedimentation tank, vertical flow artificial wetland and ultraviolet sterilizer. The vertical sedimentation tank is used to settle the sewage, and it is naturally exposed through the overflow weir catchment area. The air flows into the vertical flow constructed wetland, so that the microorganisms in the vertical flow constructed wetland can grow and reproduce in large numbers, and decompose the pollutants in an aerobic state. Enhance the nitrification and denitrification of microorganisms, and strengthen the nitrogen removal effect of microorganisms; at the same time, use the micro-electrolysis environment of nano-zero-valent iron carbon to strengthen the decomposition of organic matter, so that microorganisms can remove organic pollutants more effectively; and then use limestone packing layer to treat phosphate , the final effluent is disinfected and sterilized by a UV sterilizer, and the treated water quality can stably meet the first-class A standard of the "Pollutant Discharge Standards for Urban Sewage Treatment Plants" (GB18918-2002);

2.本发明竖式沉淀池高径比实现高效悬浮物沉积,集水区和跌氧设置,可实现进水自然富氧作用;2. The height-to-diameter ratio of the vertical sedimentation tank of the present invention realizes high-efficiency suspended solids deposition, and the water collection area and oxygen drop are set to realize the natural oxygen enrichment of influent water;

3.本发明填料随水流方向自上而下依次递增,增加水流顺畅度,防止基质堵塞,增强污水净化的稳定性。基质蛭石主要成分为硅酸盐,具有灼热时体积膨胀的性质和强吸附和离子交换能力;基质纳米零价铁碳具有强还原性和较大的表面积特性利用,可有效转化多种污染物,同时污水中的硝酸盐、磷酸盐等阴离子可被纳米零价铁碳还原、吸附、共沉淀;基质石灰石富含碳酸钙可与磷酸盐发生共沉淀;沸石、蛭石、纳米零价铁碳和石灰石的搭配组合可有效增强人工湿地对污水中的污染物的去除;3. The filler of the present invention increases sequentially from top to bottom along with the direction of water flow, which increases the smoothness of water flow, prevents matrix clogging, and enhances the stability of sewage purification. The main component of the matrix vermiculite is silicate, which has the property of volume expansion when hot and strong adsorption and ion exchange capabilities; the matrix nano-zero-valent iron carbon has strong reducibility and large surface area utilization, which can effectively transform various pollutants At the same time, anions such as nitrate and phosphate in sewage can be reduced, adsorbed and co-precipitated by nano-zero-valent iron carbon; matrix limestone rich in calcium carbonate can co-precipitate with phosphate; zeolite, vermiculite, nano-zero-valent iron carbon The combination with limestone can effectively enhance the removal of pollutants in sewage by constructed wetlands;

4.本发明中的蛭石、纳米零价铁碳、石灰石均可再生循环利用,整体工艺简单、容易实施、成本低,种植的水生植物可定期收割,避免二次污染,具有有一定环境效益与经济效益;4. The vermiculite, nano-zero-valent iron-carbon, and limestone in the present invention can all be recycled and recycled. The overall process is simple, easy to implement, and low in cost. The planted aquatic plants can be harvested regularly to avoid secondary pollution and have certain environmental benefits. and economic benefits;

5.采用本发明对生活污水生态处理工艺可以灵活应对处理负荷变化,是比较适合中国分散式农村小城镇推广应用的生态污水处理。5. Adopting the ecological sewage treatment process of the present invention can flexibly respond to changes in the treatment load, and is an ecological sewage treatment that is more suitable for popularization and application in small towns in scattered rural areas in China.

下面,结合附图和实施例对本发明一种分散式生活污水一体化生态处理系统的技术特征作进一步的说明。In the following, the technical features of a decentralized domestic sewage integrated ecological treatment system of the present invention will be further described in conjunction with the accompanying drawings and embodiments.

附图说明Description of drawings

图1是本发明一种分散式生活污水一体化生态处理系统的结构示意图;Fig. 1 is the structural representation of a kind of decentralized domestic sewage integrated ecological treatment system of the present invention;

图2是本发明处理生活污水的工艺流程图;Fig. 2 is the process flow diagram of the present invention's processing domestic sewage;

附图标号说明:1-竖流式沉淀池,11-中心进水口,12-管道,13-隔离板,14-伞形挡板,15-排泥口,16-溢流堰,17-集水区,2-垂直流人工湿地,21-水生植物,22-布水管,23-蛭石填料层,24-纳米零价铁碳填料层,25-石灰石填料层,26-第一出水口,3-紫外消毒器,31-第二出水口。Explanation of reference numerals: 1-vertical flow sedimentation tank, 11-center water inlet, 12-pipeline, 13-isolation plate, 14-umbrella baffle, 15-drain outlet, 16-overflow weir, 17-set Water area, 2-vertical flow constructed wetland, 21-aquatic plants, 22-water distribution pipe, 23-vermiculite filler layer, 24-nanometer zero-valent iron carbon filler layer, 25-limestone filler layer, 26-first water outlet, 3-ultraviolet sterilizer, 31-the second water outlet.

具体实施方式Detailed ways

如图1、图2所示,本发明一种分散式生活污水一体化生态处理系统,包括竖流式沉淀池1、垂直流人工湿地2和紫外消毒器3,所述垂直流人工湿地2设有填料层,垂直流人工湿地2下端设有第一出水口26,所述第一出水口26与紫外消毒器3的底部连接,所述紫外消毒器3侧面靠上端的位置设有第二出水口31,所述垂直流人工湿地2的出水连接紫外消毒器3,紫外消毒器3使出水达标消毒灭菌后,由第二出水口31排放到天然水体中。As shown in Fig. 1 and Fig. 2, a kind of decentralized domestic sewage integrated ecological treatment system of the present invention comprises a vertical flow sedimentation tank 1, a vertical flow artificial wetland 2 and an ultraviolet sterilizer 3, and the vertical flow artificial wetland 2 is set There is a packing layer, and the lower end of the vertical flow artificial wetland 2 is provided with a first water outlet 26, and the first water outlet 26 is connected to the bottom of the ultraviolet sterilizer 3, and the side of the ultraviolet sterilizer 3 is provided with a second outlet near the upper end. Water outlet 31, the outlet water of the vertical flow constructed wetland 2 is connected to the ultraviolet sterilizer 3, and the ultraviolet sterilizer 3 sterilizes the outlet water up to the standard, and then discharges it into the natural water body through the second outlet 31.

如图1所示,所述竖流式沉淀池1侧面靠上端的位置设有中心进水口11,竖流式沉淀池1的底部设有排泥口15,所述竖流式沉淀池1的下端为漏斗状的伞形挡板14,排泥口15设置在伞形挡板14底部,所述中心进水口11连接有管道12,且管道12延伸至竖流式沉淀池1靠底部的位置,生活污水由中心进水口11经管道12自上而下进入竖流式沉淀池1内,伞形挡板14使生活污水在池中均匀分布后沿整个过水断面缓慢上升至竖流式沉淀池1上端,生活污水中的沉积物在竖流式沉淀池1底部沉淀后由排泥口15排出。另外,本发明的竖流式沉淀池1的中部设有隔离板13,所述隔离板13上分布有透水孔,通过设置隔离板13,可以有效阻止沉积物受水流扰动而向上流动。As shown in Figure 1, the side of the vertical flow sedimentation tank 1 is provided with a central water inlet 11 near the upper end, and the bottom of the vertical flow sedimentation tank 1 is provided with a mud outlet 15, and the vertical flow sedimentation tank 1 The lower end is a funnel-shaped umbrella-shaped baffle 14, and the mud discharge port 15 is arranged at the bottom of the umbrella-shaped baffle 14. The central water inlet 11 is connected to a pipeline 12, and the pipeline 12 extends to the bottom of the vertical flow sedimentation tank 1 The domestic sewage enters the vertical flow sedimentation tank 1 from the center water inlet 11 through the pipeline 12 from top to bottom, and the umbrella-shaped baffle 14 makes the domestic sewage evenly distributed in the pool and then rises slowly along the entire water section to the vertical flow sedimentation tank. At the upper end of the tank 1, the sediment in the domestic sewage is discharged from the mud outlet 15 after sedimentation at the bottom of the vertical flow sedimentation tank 1. In addition, the middle part of the vertical flow sedimentation tank 1 of the present invention is provided with an isolation plate 13, and water permeable holes are distributed on the isolation plate 13. By arranging the isolation plate 13, the sediment can be effectively prevented from being disturbed by the water flow and flowing upward.

所述竖流式沉淀池1上端设有锯齿状的溢流堰16,溢流堰16的顶端为三角锯齿形,溢流堰16外部设有集水区17,所述垂直流人工湿地2位于集水区17下侧,所述垂直流人工湿地2靠上侧的位置设有沿水平方向延伸的布水管22,所述布水管22的侧面分布有出水孔,所述布水管22的进水口位于集水区17下侧。由竖流式沉淀池1上端冒出的水流经溢流堰16出水至外围的集水区16并跌落至垂直流人工湿地2,水流在跌落过程中发生跌氧曝气,后由布水管22分散流入垂直流人工湿地2的填料层中。The upper end of the vertical flow sedimentation tank 1 is provided with a zigzag overflow weir 16, the top of the overflow weir 16 is triangular zigzag, and the outside of the overflow weir 16 is provided with a catchment area 17, and the vertical flow artificial wetland 2 is located at On the lower side of the water collection area 17, a water distribution pipe 22 extending in the horizontal direction is provided at the upper side of the vertical flow constructed wetland 2, and water outlet holes are distributed on the side of the water distribution pipe 22, and the water inlet of the water distribution pipe 22 Located on the lower side of catchment area 17. The water emerging from the upper end of the vertical flow sedimentation tank 1 flows through the overflow weir 16 to the peripheral catchment area 16 and falls to the vertical flow artificial wetland 2. The water flow is aerated by oxygen drop during the falling process, and then dispersed by the water distribution pipe 22 Flow into the fill layer of the vertical flow constructed wetland 2.

所述垂直流人工湿地2的填料层自上向下依次为蛭石填料层23、纳米零价铁碳填料层24、石灰石填料层25,且垂直流人工湿地2的填料随水流方向自上而下粒径依次增大,这样设置可以增加水流顺畅度,防止基质堵塞,增强污水净化的稳定性,在本实施例中,所述蛭石填料的粒径4~8mm,纳米零价铁碳填料的粒径1~1.5cm,石灰石填料的粒径为1~2cm;同时,本发明的垂直流人工湿地2地表上方种植有水生植物21,所述水生植物21为黄菖蒲、芦苇、美人蕉、水葱、灯心草中的一种或多种,在本实例中,垂直流人工湿地2上方种植水生植物21为黄菖蒲,植物密度为15~30株/㎡。The filler layers of the vertical flow constructed wetland 2 are vermiculite filler layer 23, nanometer zero-valent iron carbon filler layer 24, and limestone filler layer 25 from top to bottom, and the fillers of the vertical flow constructed wetland 2 follow the water flow direction from top to bottom. The lower particle size increases sequentially, and such setting can increase the smoothness of water flow, prevent matrix clogging, and enhance the stability of sewage purification. In this embodiment, the particle size of the vermiculite filler is 4 ~ 8mm, and the nanometer zero-valent iron carbon filler The particle size of the limestone filler is 1~1.5cm, and the particle size of the limestone filler is 1~2cm; meanwhile, the vertical flow constructed wetland 2 of the present invention is planted with aquatic plants 21 above the ground, and the aquatic plants 21 are iris, reed, canna, water One or more of shallots and rushes. In this example, the aquatic plants 21 planted above the vertical flow constructed wetland 2 are iris, and the plant density is 15-30 plants/㎡.

本发明处理污水的流程包括:污水经过竖流式沉淀池1沉淀,将大颗粒泥沙及悬浮物沉淀,经竖流式沉淀池1沉淀后的污水,进行曝气后进入垂直流人工湿地2进行进一步处理,即:曝气后的污水在上层蛭石填料层23中,透过蛭石基质,污染物被物理吸附,加上水生植物21的根系传输氧气,微生物发生硝化作用去除氨氮;接着污水经过纳米零价铁碳填料层24,纳米零价铁碳的微电解环境,使污染物被氧化还原分解,污水可生化性提高,有利于污染物的去除;紧接着污水经过下层石灰石填料层25,污染物被石灰石进一步的物理吸附,石灰石富含碳酸钙成分,通过填料置换、沉淀和微生物作用,进一步去除磷酸盐;污水流经填满填料基质的人工湿地,与填料基质上生长的微生物充分接触,利用基质-微生物-植物这个复合生态系统的物理、化学和生物三重协调作用,通过过滤、吸附、共沉、离子交换、植物吸收和微生物分解实现对污水的高效净化,污水中的污染物被微生物吸附、降解,同时处理过后的出水经紫外消毒器消毒灭菌后排放到天然水体中。The process of sewage treatment in the present invention includes: the sewage is settled through the vertical flow sedimentation tank 1, and the large particles of sand and suspended matter are precipitated, and the sewage settled in the vertical flow sedimentation tank 1 is aerated and then enters the vertical flow artificial wetland 2 Carry out further treatment, that is: the sewage after aeration passes through the vermiculite matrix in the upper vermiculite filler layer 23, the pollutants are physically adsorbed, and the roots of the aquatic plants 21 transmit oxygen, and the microorganisms undergo nitrification to remove ammonia nitrogen; then The sewage passes through the nano-zero-valent iron-carbon filler layer 24, and the micro-electrolysis environment of the nano-zero-valent iron-carbon causes the pollutants to be decomposed by redox, and the biodegradability of the sewage is improved, which is beneficial to the removal of pollutants; then the sewage passes through the lower limestone filler layer 25. Pollutants are further physically adsorbed by limestone. Limestone is rich in calcium carbonate. Phosphate is further removed through filler replacement, precipitation and microbial action; sewage flows through the artificial wetland filled with filler matrix, and the microorganisms growing on the filler matrix Full contact, using the physical, chemical and biological triple coordination of the matrix-microbe-plant complex ecosystem, to achieve efficient purification of sewage through filtration, adsorption, co-precipitation, ion exchange, plant absorption and microbial decomposition, the pollution in sewage The substances are adsorbed and degraded by microorganisms, and the treated effluent is sterilized by the ultraviolet sterilizer and then discharged into the natural water body.

本发明一种分散式生活污水一体化生态处理系统可适用于处理分散小流量生活污水,能有效去除污水中的氮、磷含量,出水质量稳定,将竖式沉淀池与垂直流人工湿地一体化设计,可大大降低人工湿地进水SS浓度,防止人工湿地系统堵塞;同时灵活结合太阳能绿色能源,操作简单、运营维护成本低。A decentralized domestic sewage integrated ecological treatment system of the present invention is applicable to the treatment of dispersed small-flow domestic sewage, can effectively remove nitrogen and phosphorus content in sewage, and has stable effluent quality, and integrates vertical sedimentation tanks and vertical flow constructed wetlands The design can greatly reduce the concentration of SS in the constructed wetland water and prevent the clogging of the constructed wetland system; at the same time, it can be flexibly combined with solar green energy, with simple operation and low operation and maintenance costs.

本发明经过一段时间的运行,结果证明,该分散式生活污水一体化生态处理系统对污水中COD、氨氮、TP的处理效果可达到《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级A排放标准。本实施例的水质均参照国家环境保护局《水和废水检测分析方法》进行检测。CODCr采用《水质化学需氧量的测定重铬酸钾法》(HJ828-2017)测定;NH3+-N采用《水质氨氮的测定纳氏试剂比色法》(HJ353-2009)测定;TP采用《水质总磷的测定钼酸铵分光光度法》(GB11893-89)测定。After a period of operation of the present invention, the result proves that the treatment effect of the distributed domestic sewage integrated ecological treatment system on COD, ammonia nitrogen and TP in sewage can reach the "Urban Sewage Treatment Plant Pollutant Discharge Standard" (GB 18918-2002) Tier 1 A emission standard. The water quality of this embodiment is tested with reference to the "Water and Wastewater Detection and Analysis Method" issued by the National Environmental Protection Agency. CODCr is measured by "Potassium Dichromate Method for Determination of Chemical Oxygen Demand in Water Quality" (HJ828-2017); NH3+-N is determined by "Nassler Reagent Colorimetric Method for Determination of Ammonia Nitrogen in Water Quality" (HJ353-2009); TP is determined by "Water Quality Determination of total phosphorus Ammonium molybdate spectrophotometry" (GB11893-89) determination.

以上实施例仅为本发明的较佳实施例,本发明的结构并不限于上述实施例列举的形式,凡在本发明的精神和原则之内所作的任何修改、等同替换等,均应包含在本发明的保护范围之内。The above embodiments are only preferred embodiments of the present invention. The structure of the present invention is not limited to the forms listed in the above embodiments. Any modifications, equivalent replacements, etc. made within the spirit and principles of the present invention should be included in the within the protection scope of the present invention.

Claims (7)

1. A distributed domestic sewage integrated ecological treatment system comprises a vertical flow sedimentation tank (1), a vertical flow constructed wetland (2) and an ultraviolet sterilizer (3); the method is characterized in that: a central water inlet (11) is formed in the position, close to the upper end, of the side surface of the vertical flow sedimentation tank (1), the central water inlet (11) is connected with a pipeline (12), the pipeline (12) extends to the position, close to the bottom, of the vertical flow sedimentation tank (1), a mud discharging opening (15) is formed in the bottom of the vertical flow sedimentation tank (1), a serrated overflow weir (16) is formed in the upper end of the vertical flow sedimentation tank (1), and a water collecting area (17) is formed outside the overflow weir (16); the vertical flow constructed wetland (2) is positioned at the lower side of the water collecting area (17), a first water outlet (26) is formed in the lower end of the vertical flow constructed wetland (2), the first water outlet (26) is connected with the bottom of the ultraviolet sterilizer (3), and a second water outlet (31) is formed in the position, close to the upper end, of the side surface of the ultraviolet sterilizer (3).
2. A decentralized domestic sewage integrated ecological treatment system according to claim 1, wherein: the middle part of vertical flow sedimentation tank (1) is equipped with division board (13), be distributed on division board (13) and have the hole of permeating water.
3. A decentralized domestic sewage integrated ecological treatment system according to claim 1, wherein: the lower end of the vertical flow sedimentation tank (1) is provided with a funnel-shaped umbrella-shaped baffle (14), and a mud discharging opening (15) is arranged at the bottom of the umbrella-shaped baffle (14).
4. A decentralized domestic sewage integrated ecological treatment system according to claim 1, wherein: the vertical flow constructed wetland (2) is provided with a water distribution pipe (22) extending along the horizontal direction at the position close to the upper side, water outlets are distributed on the side surface of the water distribution pipe (22), and a water inlet of the water distribution pipe (22) is positioned at the lower side of the water collecting area (17).
5. A decentralized domestic sewage integrated ecological treatment system according to claim 1, wherein: the vertical flow constructed wetland (2) is provided with a packing layer, and the packing layer is sequentially provided with a vermiculite packing layer (23), a nano zero-valent iron carbon packing layer (24) and a limestone packing layer (25) from top to bottom.
6. The integrated decentralized domestic sewage treatment system according to claim 5, wherein: the particle size of the filler of the vertical flow constructed wetland (2) is sequentially increased from top to bottom.
7. A decentralized domestic sewage integrated ecological treatment system according to claim 1, wherein: an aquatic plant (21) is planted above the ground surface of the vertical flow constructed wetland (2), and the aquatic plant (21) is one or more of rhizoma acori graminei, reed, canna, allium fistulosum and rush.
CN202211601219.8A 2022-12-13 2022-12-13 Distributed domestic sewage integrated ecological treatment system Pending CN116002888A (en)

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CN214990563U (en) * 2021-04-28 2021-12-03 浙江爱迪曼环保科技股份有限公司 Ecological compound multi-medium filler sewage treatment system
CN219174364U (en) * 2022-12-13 2023-06-13 广西长润环境工程有限公司 Distributed domestic sewage integrated ecological treatment system

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CN107098548A (en) * 2017-07-11 2017-08-29 华东交通大学 Decentralized villages and small towns sewage integrated treatment device and method
CN111333273A (en) * 2020-03-20 2020-06-26 广州市绿化公司 A Constructed Wetland System for Strengthening Nitrogen and Phosphorus Removal
CN214990563U (en) * 2021-04-28 2021-12-03 浙江爱迪曼环保科技股份有限公司 Ecological compound multi-medium filler sewage treatment system
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