CN101254995A - Integrated domestic sewage treatment ecological box - Google Patents
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- CN101254995A CN101254995A CNA2008100894704A CN200810089470A CN101254995A CN 101254995 A CN101254995 A CN 101254995A CN A2008100894704 A CNA2008100894704 A CN A2008100894704A CN 200810089470 A CN200810089470 A CN 200810089470A CN 101254995 A CN101254995 A CN 101254995A
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- 239000010865 sewage Substances 0.000 title claims abstract description 52
- 238000006243 chemical reaction Methods 0.000 claims abstract description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 19
- 239000010802 sludge Substances 0.000 claims abstract description 7
- 238000005516 engineering process Methods 0.000 claims abstract description 5
- 238000000746 purification Methods 0.000 claims abstract 3
- 230000015556 catabolic process Effects 0.000 claims abstract 2
- 238000006731 degradation reaction Methods 0.000 claims abstract 2
- 239000000945 filler Substances 0.000 claims description 9
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 230000001877 deodorizing effect Effects 0.000 claims description 3
- 238000013461 design Methods 0.000 claims description 3
- 239000011152 fibreglass Substances 0.000 claims description 3
- 238000009372 pisciculture Methods 0.000 claims description 3
- 230000001105 regulatory effect Effects 0.000 claims description 3
- 229910000926 A-3 tool steel Inorganic materials 0.000 claims description 2
- 241001609213 Carassius carassius Species 0.000 claims description 2
- 241000252233 Cyprinus carpio Species 0.000 claims description 2
- 239000006004 Quartz sand Substances 0.000 claims description 2
- 240000001398 Typha domingensis Species 0.000 claims description 2
- 241001233037 catfish Species 0.000 claims description 2
- 238000006213 oxygenation reaction Methods 0.000 claims description 2
- 241001290864 Schoenoplectus Species 0.000 claims 1
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000000034 method Methods 0.000 description 6
- 239000003344 environmental pollutant Substances 0.000 description 5
- 238000012856 packing Methods 0.000 description 5
- 231100000719 pollutant Toxicity 0.000 description 5
- 238000005273 aeration Methods 0.000 description 4
- 230000014759 maintenance of location Effects 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 244000005700 microbiome Species 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000000813 microbial effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
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- 239000001301 oxygen Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- GRYLNZFGIOXLOG-UHFFFAOYSA-N Nitric acid Chemical compound O[N+]([O-])=O GRYLNZFGIOXLOG-UHFFFAOYSA-N 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 230000002155 anti-virotic effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000032770 biofilm formation Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000000593 degrading effect Effects 0.000 description 1
- 238000004332 deodorization Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000006396 nitration reaction Methods 0.000 description 1
- 229910017604 nitric acid Inorganic materials 0.000 description 1
- 230000020477 pH reduction Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000002203 pretreatment Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
本发明涉及一种一体化生活污水处理生态箱,包括污水收集池、厌氧调节池、好氧反应池、水回用池及人工湿地等五大部分。污水依次流经污水收集池、厌氧调节池、好氧反应池进入人工湿地,实现污水收集、厌氧好氧降解与生态工程技术相结合,达到污水净化和回用于生态景观的目的。生态箱分为上下两层,下层分为污水收集池、厌氧调节池、好氧反应池,实现污泥收集、臭气去除和污水净化功能;上层设施为人工湿地池与水回用池,实现污水回用于生态景观的功能。
The invention relates to an integrated domestic sewage treatment ecological box, which comprises five parts including a sewage collection pool, an anaerobic adjustment pool, an aerobic reaction pool, a water reuse pool and an artificial wetland. The sewage flows through the sewage collection tank, anaerobic adjustment tank, and aerobic reaction tank into the artificial wetland in sequence, realizing the combination of sewage collection, anaerobic and aerobic degradation and ecological engineering technology, and achieving the purpose of sewage purification and reuse in ecological landscape. The ecological box is divided into upper and lower layers. The lower layer is divided into sewage collection pool, anaerobic adjustment pool, and aerobic reaction pool to realize the functions of sludge collection, odor removal and sewage purification; the upper layer facilities are constructed wetland pool and water reuse pool. Realize the function of sewage reuse in ecological landscape.
Description
所属技术领域Technical field
本发明涉及一种集成式的污水处理装置,是充分利用生态工程技术将污水收集、储存、处理、再利用进行组合和集成为一体的生态箱体。The invention relates to an integrated sewage treatment device, which is an ecological box that fully utilizes ecological engineering technology to combine and integrate sewage collection, storage, treatment and reuse.
背景技术 Background technique
通常的生活污水处理技术为物化方法和生物膜法,需要建设规模化、工业化的处理体系,不仅占地广、投资大、能耗高,而且其回用必须建设专用的回用系统,进行远距离输水和安装专用的中水回用设施。而日常生活和生产中,人们往往需要小用量、设施简洁、按照方便的小型污水处理设施,这样可以有效利用和减少污水产生,并且实现节能和循环经济的理念,The usual domestic sewage treatment technologies are physical and chemical methods and biofilm methods, which require the construction of a large-scale and industrialized treatment system, which not only covers a large area, requires a large investment, and consumes a lot of energy, but also requires a dedicated recycling system for its reuse. Distance from water delivery and installation of dedicated reclaimed water reuse facilities. In daily life and production, people often need small sewage treatment facilities with small consumption, simple facilities, and convenience, so that sewage can be effectively used and reduced, and the concept of energy saving and circular economy can be realized.
发明内容 Contents of the invention
为了克服现有污水处理设施规模庞大和能耗高的不足,本发明提供一种一体化生活污水处理生态箱,该生态箱不仅占地小,投资少,而且将生活污水收集、储存、处理和再回用有机结合起来,采用生态工程技术更保证了接近自然并营造景观美的目的。In order to overcome the shortcomings of large scale and high energy consumption of existing sewage treatment facilities, the present invention provides an integrated domestic sewage treatment ecological box, which not only occupies a small area and requires less investment, but also collects, stores, treats and Combined with organic use, the use of ecological engineering technology ensures the purpose of being close to nature and creating a beautiful landscape.
本发明解决其技术问题所采用的技术方案是:一体化生活污水处理生态箱包括上下两层,下层为污水收集和储存调节池体,上层为利用生态工程建设的污水生态处理和再回用池体。下层池体分为三部分:收集污水的集水池、密闭的厌氧调节池、密闭的好氧反应池;上层池体为湿地池和景观水体池。当污水进入集水池后,经过简单的物理沉淀进行固液分离;然后进入厌氧调节池,发生厌氧分解,增强污水的可生化能力;再进入密闭的好氧反应池进行预曝气,提高污水中微生物活性,并能有效去除部分污染物;经过下层的前期处理,污水经水泵提升至上层池体,上层池体营造为人工湿地和其他景观性池体,通过这些生态工程建设可以进一步对水体污染物进行降解去除,并且其美学上的景观设计,使得污水再利用变得简单易行又自然融洽。The technical solution adopted by the present invention to solve its technical problems is: the integrated domestic sewage treatment ecological box includes upper and lower layers, the lower layer is a sewage collection and storage adjustment pool, and the upper layer is a sewage ecological treatment and reuse pool constructed by ecological engineering body. The lower pool is divided into three parts: the collection pool for collecting sewage, the closed anaerobic adjustment pool, and the closed aerobic reaction pool; the upper pool is the wetland pool and the landscape water body pool. When the sewage enters the sump, it undergoes simple physical precipitation for solid-liquid separation; then enters the anaerobic regulating tank, where anaerobic decomposition occurs to enhance the biochemical capacity of the sewage; then enters the closed aerobic reaction tank for pre-aeration, improving The microorganisms in the sewage are active, and can effectively remove some pollutants; after the pre-treatment of the lower layer, the sewage is pumped to the upper pool body, and the upper pool body is built into an artificial wetland and other landscape pools. Through these ecological engineering constructions, it can be further improved Water pollutants are degraded and removed, and its aesthetic landscape design makes sewage reuse simple, easy and natural.
本发明的有益效果是,可以将污水处理的各个阶段集成于一体化装置,便于安装实用,并且可以与地面上的相关水利用项目(绿化、水景、洗车、养鱼、大棚种植)相结合,实现污水的有效利用。The beneficial effect of the present invention is that various stages of sewage treatment can be integrated into an integrated device, which is convenient for installation and practicality, and can be combined with related water utilization projects on the ground (greening, water features, car washing, fish farming, greenhouse planting), To realize the effective utilization of sewage.
附图说明 Description of drawings
下面结合附图和实施例对本发明进一步说明,附图仅仅是出于图解优选实施例的目的,而不用来限制本发明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments. The accompanying drawings are only for the purpose of illustrating preferred embodiments, and are not intended to limit the present invention.
图1是依据本实用新型的一体化生活污水处理生态箱工艺流程图。Fig. 1 is a process flow chart of the integrated domestic sewage treatment ecological box according to the utility model.
图2是依据本实用新型的一体化生活污水处理生态箱的纵剖面构造图。Fig. 2 is a longitudinal sectional structure diagram of the integrated domestic sewage treatment ecological box according to the utility model.
图3是图2的I--I剖视图。Fig. 3 is the I--I sectional view of Fig. 2.
图4是图3的II--II剖视图。Fig. 4 is a sectional view taken along line II--II of Fig. 3 .
具体实施方式 Detailed ways
如图1、图2所示,一体化生活污水处理生态箱为集成式污水处理装置,分为地下、地面两层结构。地下部分为下层埋地设施(9),包括集水池(1)、厌氧调节池(2)、好氧反应池(3)。地上部分为生态景观设施(8),包括人工湿地池(4)、回用池(5)。地下部分的埋地设施组成污水生物膜处理工艺,通过厌氧、好氧的依次生物反应,可以有效去除污水中污染物质,净化水质。As shown in Figure 1 and Figure 2, the integrated domestic sewage treatment ecological box is an integrated sewage treatment device, which is divided into two layers: underground and ground. The underground part is a lower buried facility (9), including a water collection tank (1), an anaerobic adjustment tank (2), and an aerobic reaction tank (3). The aboveground part is an ecological landscape facility (8), including an artificial wetland pool (4) and a reuse pool (5). The buried facilities in the underground part constitute the sewage biofilm treatment process, which can effectively remove pollutants in sewage and purify water quality through anaerobic and aerobic sequential biological reactions.
如图2所示,一体化生活污水处理生态箱为整体方形,材质为A3钢材制作,内衬玻璃钢防腐,分为上下两层;下层分为3个方形水池,其中厌氧调节池(2)内采用折板导流控制水流方向,放置悬挂式填料促进生物挂膜(12),好氧反应池(3)选用悬浮式填料(16)和空气充氧(18),选用活性炭做载体设计除臭层(15);上层为人工湿地池(4),选用砾石、石英砂作为填料,种植香蒲和灯心草,回用池(5)设计为景观养鱼,养殖鲇鱼、鲫鱼与锦鲤。As shown in Figure 2, the integrated domestic sewage treatment ecological tank is an overall square shape, made of A3 steel, lined with glass fiber reinforced plastic for anti-corrosion, and divided into upper and lower layers; the lower layer is divided into 3 square pools, of which the anaerobic adjustment pool (2) Folded plate diversion is used inside to control the direction of water flow, suspended packing is placed to promote bio-film formation (12), the aerobic reaction tank (3) uses suspended packing (16) and air oxygenation (18), and activated carbon is used as the carrier design to eliminate Odor layer (15); the upper layer is an artificial wetland pond (4), which uses gravel and quartz sand as fillers to plant cattails and rushes, and the reuse pond (5) is designed for landscape fish farming, cultivating catfish, crucian carp and koi.
图3为图2的I--I剖视图,生活污水通过管道收集依次进入集水池(1),厌氧调节池(2),好氧反应池(3),人工湿地池(4),最后进入回用池(5)进行合理利用。厌氧调节池(2)中微生物进行厌氧酸化反应,对污水中的难降解物质进行分解和对微生物菌种进行选择,提高污水的可生活性,同时选择合适菌种伴随水流进入好氧反应池(3);好氧反应池(3)中风机(7)进行曝气提供足够的溶解氧,好氧微生物在填料(16)上大量快速繁殖,从而将污水的污染物质消化降解掉,其中的氨氮类物质硝化反应为硝酸类物质,此反应阶段产生的臭气生活污水处理的难点,本工艺采用除臭生物填料(15),培养强化除臭菌,可以有效去除臭气。Fig. 3 is the I--I sectional view of Fig. 2, and domestic sewage enters sump tank (1) successively through pipeline collection, anaerobic adjustment tank (2), aerobic reaction tank (3), constructed wetland pool (4), finally enters The reuse pool (5) is rationally utilized. The microorganisms in the anaerobic regulating tank (2) perform anaerobic acidification reaction, decompose the refractory substances in the sewage and select the microbial strains to improve the viability of the sewage, and at the same time select the appropriate strains to enter the aerobic reaction with the water flow pool (3); the air blower (7) in the aerobic reaction pool (3) provides sufficient dissolved oxygen for aeration, and aerobic microorganisms multiply rapidly on the filler (16), thereby digesting and degrading the pollutants of the sewage, wherein The nitration reaction of the ammonia nitrogen substances into nitric acid substances is a difficult point in the domestic sewage treatment of the odor produced in this reaction stage. This process adopts deodorizing biological filler (15) and cultivates and strengthens deodorizing bacteria, which can effectively remove the odor.
图3中,(10)为集水池格栅,(11)为H型过水堰口,(12)为厌氧调节池生物附着填料,(13)为检查口,(14)为厌氧调节池填料支架,(15)为密闭好氧反应池除臭生物填料支架,(16)为好氧反应池生物填料,(17)为过水堰口,(18)为好氧反应池曝气管道,(19)为提升水泵机组,(20)为通气口。In Fig. 3, (10) is the sump grid, (11) is the H-shaped weir, (12) is the biofouling filler in the anaerobic adjustment tank, (13) is the inspection port, and (14) is the anaerobic adjustment tank Packing support, (15) is the airtight aerobic reaction tank deodorization biological filler support, (16) is the biological filler of the aerobic reaction tank, (17) is the water weir mouth, (18) is the aeration pipeline of the aerobic reaction tank, ( 19) is to lift the water pump unit, and (20) is an air vent.
图4是图3的II--II剖视图。Fig. 4 is a sectional view taken along line II--II of Fig. 3 .
地下部分的管网较多,包括曝气管道(18),主要为好氧反应池(3)注入空气,提供足够的溶解氧;污泥回流管(23),将三个池体中产生的剩余污泥进行收集,定期进行排放;排气处理管网(15)和(20),收集产生的臭气进行集中处理和排放,避免影响居住环境。There are many pipe networks in the underground part, including the aeration pipe (18), which mainly injects air into the aerobic reaction tank (3) to provide sufficient dissolved oxygen; The remaining sludge is collected and discharged regularly; the exhaust gas treatment pipe network (15) and (20) collects the generated odor for centralized treatment and discharge, so as to avoid affecting the living environment.
图4中,(21)为排泥管,(22)为收集污泥池,(23)为好氧反应池和厌氧调节池的污泥回流管。Among Fig. 4, (21) is the sludge discharge pipe, (22) is the sludge collection tank, (23) is the sludge return pipe of the aerobic reaction tank and the anaerobic adjustment tank.
装置要求:设备制作完毕后进行48小试试水试验;Device requirements: After the equipment is manufactured, carry out 48 small test water tests;
制作工艺:试水完毕后,内外必须除锈、除刺、内壁用玻璃钢内衬,外壁刷防毒、防腐涂料2道,色漆1道。Production process: After the water test is completed, the inside and outside must be derusted and punctured, the inner wall is lined with glass fiber reinforced plastics, the outer wall is painted with 2 coats of anti-virus and anti-corrosion paint, and 1 coat of color paint.
工作原理如下,本发明主要利用微生物生长降解污染物质。因此其对污染物质的去除符合莫诺德(monod)方程,其整体反应符合一级反应动力学方程。The working principle is as follows, the present invention mainly utilizes microbial growth to degrade pollutants. Therefore, its removal of pollutants conforms to the monod equation, and its overall reaction conforms to the first-order kinetic equation.
式中:Ce——某指标出水浓度,mg/L;In the formula: C e ——the effluent concentration of a certain index, mg/L;
Co——某指标进水浓度,mg/L;C o ——influent concentration of a certain index, mg/L;
KT——一级反应速率常数,d-1;K T — first-order reaction rate constant, d -1 ;
t——系统水力停留时间,d。t——Hydraulic retention time of the system, d.
各部分的水力停留时间取值见下表1.The hydraulic retention time of each part is shown in Table 1 below.
表1各组成部分的水力停留时间取值及说明Table 1 The value and description of the hydraulic retention time of each component
已经根据优选的实施例描述了本发明。显然,在阅读和理解了上述详细说明书后能做出多种修正和替换。本发明意欲的是本申请构建成包括了落入附属的权利要求书或其等同物的范围之内的所有这些修正和替换。The invention has been described in terms of preferred embodiments. Obviously, various modifications and substitutions will occur to others upon reading and understanding the above detailed specification. It is intended that this application be constructed to include all such modifications and substitutions as come within the scope of the appended claims or their equivalents.
Claims (4)
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Cited By (17)
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| CN101786092A (en) * | 2010-02-25 | 2010-07-28 | 宁波大学 | Comprehensive treatment system for organic garbage and domestic sewage and comprehensive treatment method therefor |
| CN101792234A (en) * | 2010-03-22 | 2010-08-04 | 浙江鎏源环保科技有限公司 | System for disposing artificial wetland sewage and disposal method thereof |
| CN101948214A (en) * | 2010-08-31 | 2011-01-19 | 浙江博世华环保科技有限公司 | Ecological greenbelt treatment process and system for treating rural domestic sewage |
| CN102120677A (en) * | 2011-01-26 | 2011-07-13 | 天津市水利科学研究院 | Biological response system for multistage sewage treatment as well as manufacturing method and sewage treatment method |
| CN101693584B (en) * | 2009-10-21 | 2011-09-28 | 中国环境科学研究院 | Water recycling device in artificial wetland organic industrial water with high concentration |
| CN102718320A (en) * | 2012-07-05 | 2012-10-10 | 广州赛特环保工程有限公司 | Decontamination and deodorization system for sewage and odor and use method thereof |
| CN102745855A (en) * | 2011-04-19 | 2012-10-24 | 北京林业大学 | Method and device for treating domestic sewage from villages and towns |
| CN102897975A (en) * | 2012-10-12 | 2013-01-30 | 常州大学 | Sewage treatment method of town blocks |
| CN103936236A (en) * | 2014-05-05 | 2014-07-23 | 广州市第二建筑工程有限公司 | Multistage sewage treatment system and method |
| CN104150596A (en) * | 2014-07-31 | 2014-11-19 | 温州大学 | Distributed domestic sewage integrated treatment device and treatment method |
| CN105110463A (en) * | 2015-08-25 | 2015-12-02 | 江苏三强环境工程有限公司 | Combined treatment method of high-concentration industrial wastewater |
| CN105776768A (en) * | 2016-04-25 | 2016-07-20 | 高节义 | Domestic sewage treatment negative-emission facility for urban residential community |
| CN105967335A (en) * | 2016-07-18 | 2016-09-28 | 王伟 | Solar sewage treatment system |
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