CN111825211A - An integrated single-family domestic sewage purification device - Google Patents
An integrated single-family domestic sewage purification device Download PDFInfo
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Abstract
本发明涉及一种一体化单户生活污水净化装置,包括一体化设置的四级池体,分别为一级厌氧池、二级厌氧池、三级兼氧池和四级人工湿地池。通过设置本装置包括一级厌氧池、二级厌氧池、三级兼氧池,构造厌氧‑厌氧‑缺氧的三级化粪池结构,使得生活污水能够充分发酵;通过设置顶部敞口的四级人工湿地池,其内部设有可再生的吸附基质和栽种的湿地挺水耐污植物,能够提升出水水质。整个装置成本低廉、不仅方便运输,同时缩减了现场施工周期,简单实用,非常适用于农村单户污水处理。
The invention relates to an integrated single-household domestic sewage purification device, comprising four-stage pools integrally arranged, which are respectively a first-stage anaerobic pool, a second-stage anaerobic pool, a third-stage facultative aerobic pool and a fourth-stage constructed wetland pool. By setting the device to include a first-level anaerobic tank, a second-level anaerobic tank, and a third-level facultative aerobic tank, a three-level septic tank structure of anaerobic-anaerobic-anoxic is constructed, so that the domestic sewage can be fully fermented; The open four-level constructed wetland pool is equipped with a renewable adsorption matrix and planted wetland emergent and pollution-resistant plants, which can improve the quality of the effluent. The whole device has low cost, is not only convenient for transportation, but also shortens the construction period on site, is simple and practical, and is very suitable for single-family sewage treatment in rural areas.
Description
技术领域technical field
本发明涉及农村生活污水处理技术领域,具体为一体化单户生活污水净化装置。The invention relates to the technical field of rural domestic sewage treatment, in particular to an integrated single-family domestic sewage purification device.
背景技术Background technique
我国农村的生活污水以单户处理为主,广泛采用单一的化粪池来净化生活污水。为了适用农村环境和条件,目前大部分采用的生活污水净化系统为结构简单、成本低廉的三级化粪池装置。这种装置在厌氧和缺氧条件下含N有机物厌氧消化产生NH3等异味气体直接排放,影响居住环境舒适度。并且,其出水的有机物浓度高,黑臭问题严重,直接排放会造成受纳水体污染,且滋生蚊虫影响农村居住环境。Domestic sewage in rural areas in my country is mainly treated by single households, and a single septic tank is widely used to purify domestic sewage. In order to adapt to the rural environment and conditions, most of the domestic sewage purification systems currently used are three-stage septic tank devices with simple structure and low cost. Under anaerobic and anoxic conditions, the anaerobic digestion of N-containing organic matter produces NH 3 and other odorous gases that are directly discharged, which affects the comfort of the living environment. In addition, the organic matter concentration in the effluent is high, and the black and odor problem is serious. The direct discharge will cause pollution to the receiving water body, and the breeding of mosquitoes will affect the rural living environment.
而另一方面,出水水质高的污水处理系统通常包括多个模块,都需要现场施工建设,其成本太高、结构复杂、建设周期长,不适用于农村。On the other hand, sewage treatment systems with high effluent quality usually include multiple modules, all of which require on-site construction. The cost is too high, the structure is complex, and the construction period is long, making it unsuitable for rural areas.
发明内容SUMMARY OF THE INVENTION
本发明要解决的技术问题在于,针对现有技术中常规的单户污水处理装置中出水的有机物浓度高导致黑臭问题,提供一种能够提高出水水质且成本低廉的一体化单户生活污水净化装置。The technical problem to be solved by the present invention is to provide an integrated single-family domestic sewage purification capable of improving the effluent quality and low cost, aiming at the problem of black and odor caused by the high concentration of organic matter in the effluent of the conventional single-family sewage treatment device in the prior art device.
本发明解决其技术问题所采用的技术方案是:构造一种一体化单户生活污水净化装置,包括一体化设置的四级池体,分别为一级厌氧池、二级厌氧池、三级兼氧池和四级人工湿地池,所述四级人工湿地池顶部敞口,其内部设有可再生的吸附基质和栽种的湿地挺水耐污植物。The technical solution adopted by the present invention to solve the technical problem is as follows: constructing an integrated single-family domestic sewage purification device, including integrated four-level pools, which are respectively a first-level anaerobic tank, a second-level anaerobic tank, and a third-level anaerobic tank. A level facultative oxygen pool and a level four constructed wetland pool, the top of the level four constructed wetland pool is open, and the interior of the level four constructed wetland pool is provided with a renewable adsorption matrix and planted wetland emergent water and pollution-resistant plants.
在本发明所述的一体化单户生活污水净化装置中,所述吸附基质可以是陶粒、沸石或石灰石。In the integrated single-family domestic sewage purification device of the present invention, the adsorption matrix may be ceramsite, zeolite or limestone.
在本发明所述的一体化单户生活污水净化装置中,所述挺水耐污植物可以是黄菖蒲、再力花或美人蕉。In the integrated single-family domestic sewage purification device of the present invention, the emergent water and pollution-resistant plant may be Acorus calamus, Zailihua or Canna.
在本发明所述的一体化单户生活污水净化装置中,所述吸附基质为陶粒,所述挺水耐污植物为再力花。In the integrated single-family domestic sewage purification device of the present invention, the adsorption matrix is ceramsite, and the emergent water and pollution-resistant plant is Zailihua.
在本发明所述的一体化单户生活污水净化装置中,包括整体为圆柱形的壳体,所述壳体内依次分割设有所述一级厌氧池、二级厌氧池、三级兼氧池和四级人工湿地池;所述一级厌氧池设有进水口,所述一级厌氧池和二级厌氧池之间通过一级过粪管联通,所述二级厌氧池和三级兼氧池通过二级过粪管连通,所述三级兼氧池和四级人工湿地池通过出水连通管连通,所述四级人工湿地池设有出水口。The integrated single-family domestic sewage purification device of the present invention includes a cylindrical shell as a whole, and the first-level anaerobic tank, the second-level anaerobic tank, the third-level concurrent An oxygen tank and a four-level constructed wetland pool; the first-level anaerobic tank is provided with a water inlet, the first-level anaerobic tank and the second-level anaerobic tank are communicated through a first-level fecal pipe, and the second-level anaerobic tank is connected. It is communicated with the third-level facultative oxygen tank through the second-level manure passage, the third-level facultative oxygen tank and the fourth-level constructed wetland pool are communicated with the water outlet communication pipe, and the fourth-level artificial wetland pool is provided with a water outlet.
在本发明所述的一体化单户生活污水净化装置中,所述四级人工湿地池通过竖直隔板分隔为两部分:净水部和蓄水部,所述净水部和蓄水部底部连通;所述吸附基质和挺水耐污植物设置在所述净水部,所述三级兼氧池通过所述出水连通管与所述净水部连通,所述出水口设置在所述净水部。In the integrated single-family domestic sewage purification device of the present invention, the four-stage constructed wetland pool is divided into two parts by vertical partitions: a water purification part and a water storage part, the water purification part and the water storage part The bottom is communicated; the adsorption matrix and the emergent and pollution-resistant plants are arranged in the water purification part, the three-stage facultative oxygen tank is communicated with the water purification part through the water outlet communication pipe, and the water outlet is arranged in the water purification part. Water Purification Department.
在本发明所述的一体化单户生活污水净化装置中,所述一级过粪管入口的底部到一级厌氧池底部之间高度为一级厌氧池内腔高度的1/2至3/5。In the integrated single-family domestic sewage purification device of the present invention, the height between the bottom of the inlet of the first-level manure pipe and the bottom of the first-level anaerobic tank is 1/2 to 3 of the height of the inner cavity of the first-level anaerobic tank /5.
在本发明所述的一体化单户生活污水净化装置中,所述二级过粪管入口底部到二级厌氧池底部之间的高度为二级厌氧池内腔高度的1/5至1/3。In the integrated single-family domestic sewage purification device of the present invention, the height between the bottom of the entrance of the secondary manure pipe and the bottom of the secondary anaerobic tank is 1/5 to 1 of the height of the inner cavity of the secondary anaerobic tank /3.
在本发明所述的一体化单户生活污水净化装置中,所述三级兼氧池顶部设有布水管,所述布水管一体化设置在所述二级过粪管出口端的末端,所述布水管管壁上开设有垂直于布水管轴线的水平通孔。In the integrated single-family domestic sewage purification device of the present invention, a water distribution pipe is provided at the top of the three-stage facultative oxygen tank, and the water distribution pipe is integrally arranged at the end of the outlet end of the second-stage fecal pipe. The wall of the water distribution pipe is provided with a horizontal through hole perpendicular to the axis of the water distribution pipe.
在本发明所述的一体化单户生活污水净化装置中,所述三级兼氧池顶部设有拔风管,所述拔风管的底端设置在所述二级过粪管出口端的末端,所述拔风管的顶端穿过所述三级兼氧池池壁延伸至所述三级兼氧池外部。In the integrated single-family domestic sewage purification device of the present invention, the top of the three-stage facultative oxygen tank is provided with an air-pulling pipe, and the bottom end of the air-pulling pipe is disposed at the end of the outlet end of the secondary manure pipe. , the top of the air pulling pipe extends to the outside of the three-level aerobic tank through the tank wall of the three-level aerobic tank.
实施本发明的三级化粪池装置,具有以下有益效果:通过设置本装置包括一级厌氧池、二级厌氧池、三级兼氧池,构造厌氧-厌氧-缺氧的三级化粪池结构,使得生活污水能够充分发酵;通过设置顶部敞口的四级人工湿地池,并在池内栽种实地挺水耐污植物,能够提高出水水质,同时通过在池内设置可再生的吸附基质,能够进一步强化整个装置对污水中有机物的净化效果,成本低廉。通过将四级池体一体化设置为一个整体,不仅方便运输,同时缩减了现场施工周期,简单实用,非常适用于农村单户污水处理。The implementation of the three-stage septic tank device of the present invention has the following beneficial effects: by setting the device to include a first-level anaerobic tank, a second-level anaerobic tank, and a third-level facultative aerobic tank, a three-level anaerobic-anaerobic-anoxic tank is constructed. The first-level septic tank structure enables domestic sewage to be fully fermented; by setting up a four-level constructed wetland pool with an open top, and planting emergent and pollution-resistant plants in the pool, the quality of the effluent can be improved. The substrate can further strengthen the purification effect of the whole device on the organic matter in the sewage, and the cost is low. By integrating the four-stage pool body into a whole, it is not only convenient for transportation, but also reduces the construction period on site. It is simple and practical, and is very suitable for single-family sewage treatment in rural areas.
更进一步地,通过设置三级化粪池装置包括三级池体,分别为一级厌氧池、二级厌氧池和三级兼氧池,其三级池体通过过粪管连通,一级厌氧池和二级厌氧池之间通过一级过粪管联通。综合考虑堵塞问题和厌氧消化时间,将一级过粪管入口的底部到一级厌氧池底部之间高度设置为一级厌氧池内腔高度的1/2至3/5,提高一级过粪管底至化粪池底部的距离,从而可以缓解堵塞问题,减少二级厌氧池的粪便残渣,进而降低后续单元的污染负荷。这样既保证了厌氧消化时间,又保障了系统流动顺畅。Further, by setting up a three-stage septic tank device, it includes three-stage tank bodies, which are respectively a first-level anaerobic tank, a second-level anaerobic tank and a third-level facultative aerobic tank. The first-level anaerobic tank and the second-level anaerobic tank are communicated through the first-level fecal pipe. Considering the blockage problem and anaerobic digestion time comprehensively, set the height between the bottom of the first-level manure pipe inlet and the bottom of the first-level anaerobic tank to 1/2 to 3/5 of the height of the inner cavity of the first-level anaerobic tank, and increase the height of the first-level anaerobic tank by one level. The distance from the bottom of the fecal pipe to the bottom of the septic tank can alleviate the blockage problem, reduce the fecal residue in the secondary anaerobic tank, and then reduce the pollution load of the subsequent units. This not only ensures the anaerobic digestion time, but also ensures the smooth flow of the system.
更进一步的,通过设置二级厌氧池和三级兼氧池通过二级过粪管连通,并且二级过粪管入口底部到二级厌氧池底部之间的高度为二级厌氧池内腔高度的1/5至1/3。在不改变水流和厌氧运行条件下,通过降低二级过粪管底高度的方式,提高二级厌氧池中废水流动性和均匀性,避免了二级厌氧池底部污染物质累积而影响整个系统稳定运行。Further, by setting the secondary anaerobic tank and the third-level facultative aerobic tank to communicate through the secondary manure pipe, and the height between the bottom of the entrance of the secondary manure pipe and the bottom of the secondary anaerobic tank is within the secondary anaerobic tank. 1/5 to 1/3 of the cavity height. Without changing the water flow and anaerobic operating conditions, by reducing the bottom height of the secondary manure pipe, the fluidity and uniformity of wastewater in the secondary anaerobic tank are improved, and the influence of the accumulation of pollutants at the bottom of the secondary anaerobic tank is avoided. The whole system runs stably.
下面将结合附图及实施例对本发明作进一步说明。The present invention will be further described below with reference to the accompanying drawings and embodiments.
附图说明Description of drawings
图1所示为本发明所述的三级化粪池装置优选实施例的整体示意图;Fig. 1 shows the overall schematic diagram of the preferred embodiment of the three-stage septic tank device according to the present invention;
图2所示为图1的剖视图。FIG. 2 is a cross-sectional view of FIG. 1 .
具体实施方式Detailed ways
如图1、2所示,在本发明所述的一体化单户生活污水净化装置,包括一体化设置的四级池体,分别为一级厌氧池11、二级厌氧池12、三级兼氧池13和四级人工湿地池14,所述四级人工湿地池14顶部敞口,其内部设有可再生的吸附基质41和栽种的湿地挺水耐污植物42。As shown in Figures 1 and 2, the integrated single-family domestic sewage purification device according to the present invention includes four-stage pools integrally arranged, which are respectively a first-level anaerobic tank 11, a second-level anaerobic tank 12, and a third-level anaerobic tank. The first-level facultative oxygen pool 13 and the fourth-level constructed wetland pool 14, the top of the fourth-level constructed wetland pool 14 is open, and the interior of the four-level constructed wetland pool 14 is provided with a regenerable adsorption matrix 41 and planted wetland emergent water pollution-resistant plants 42.
在本发明所述一体化单户生活污水净化装置的优选实施例中,优选设置装置包括整体为圆柱形的壳体10,壳体10内依次分割设有上述一级厌氧池11、二级厌氧池12、三级兼氧池13和四级人工湿地池14。其中一级厌氧池11设有导入生活污水的进水口11a,一级厌氧池11和二级厌氧池12之间通过一级过粪管21联通,二级厌氧池12和三级兼氧池13通过二级过粪管22连通,三级兼氧池13和四级人工湿地池14通过出水连通管23连通,四级人工湿地池14设有出水口14b。可根据单户生活污水待处理量来确定该一体化单户生活污水净化装置的具体容积和尺寸。In the preferred embodiment of the integrated single-family domestic sewage purification device of the present invention, the preferred setting device includes a cylindrical shell 10 as a whole, and the shell 10 is divided into the above-mentioned first-level anaerobic tank 11, second-level anaerobic tank 11 in turn Anaerobic tank 12, three-level facultative oxygen tank 13 and four-level constructed wetland tank 14. The first-level anaerobic tank 11 is provided with a
在本发明所述一体化单户生活污水净化装置的优选实施例中,将一级过粪管入口的底部到一级厌氧池底部之间高度h1设置为一级厌氧池内腔高度H1的1/2至3/5,优选将一级过粪管入口的底部到一级厌氧池底部之间高度设置为一级厌氧池内腔高度的1/2;从而减少了二级厌氧池12的粪便残渣,大大减少后续单元的污染负荷。In the preferred embodiment of the integrated single-family domestic sewage purification device of the present invention, the height h1 between the bottom of the first-level manure pipe inlet and the bottom of the first-level anaerobic tank is set to be equal to the height H1 of the inner cavity of the first-level anaerobic tank. 1/2 to 3/5, preferably, the height between the bottom of the inlet of the first-level manure pipe and the bottom of the first-level anaerobic tank is set to 1/2 of the height of the inner cavity of the first-level anaerobic tank; thus reducing the second-level anaerobic tank 12% of fecal residue, greatly reducing the pollution load of subsequent units.
还可将二级过粪管22入口底部到二级厌氧池底部之间的高度h2设置为二级厌氧池内腔高度H2的1/5至1/3,优选将二级过粪管22入口底部到二级厌氧池底部之间的高度设置为二级厌氧池内腔高度的1/3;从而延长了厌氧消化的时间。The height h2 between the bottom of the entrance of the secondary fecal pipe 22 and the bottom of the secondary anaerobic tank can also be set to be 1/5 to 1/3 of the height H2 of the inner cavity of the secondary anaerobic tank, preferably the secondary fecal pipe 22 The height between the bottom of the inlet and the bottom of the secondary anaerobic tank is set to 1/3 of the height of the inner cavity of the secondary anaerobic tank; thus prolonging the time of anaerobic digestion.
在本发明所述一体化单户生活污水净化装置的优选实施例中,可以将四级人工湿地池14通过竖直隔板45分隔为两部分:净水部43和蓄水部44,其中净水部43和蓄水部44底部连通,上述吸附基质41和挺水耐污植物42设置在所述净水部43内,所述三级兼氧池13通过所述出水连通管23与所述净水部43连通,所述出水口14b设置在所述蓄水部44侧壁。In the preferred embodiment of the integrated single-family domestic sewage purification device of the present invention, the four-stage constructed wetland pool 14 can be divided into two parts by the vertical partition 45: the water purification part 43 and the water storage part 44, wherein the purification part 43 and the water storage part 44 The water part 43 is communicated with the bottom of the water storage part 44 , the above-mentioned adsorption matrix 41 and the emergent and foul-resistant plants 42 are arranged in the water purification part 43 , and the three-stage facultative oxygen tank 13 is connected to the The water purification part 43 communicates with each other, and the water outlet 14b is provided on the side wall of the water storage part 44 .
在上述本发明所述的优选实施例中,可在一级厌氧池11内设有进水管11a,在四级人工湿地池14内设置出水管14b。四级池体之间的水头高差可设置为10 cm,施行无动力运行。具体地,一级厌氧池内的进水管末端比二级厌氧池内一级过粪管21的出口高10cm,同时二级厌氧池内一级过粪管21的出口比三级兼氧池内的二级过粪管22的出口高10cm,同时三级兼氧池内二级过粪管22的出口比四级人工湿地池内出水连通管23的出口高10cm,同时四级人工湿地池内出水连通管23的出口比四级人工湿地池内出水管的出口高10cm。In the above-mentioned preferred embodiment of the present invention, a
优选在三级兼氧池13顶部设置布水管31,布水管一体化设置在二级过粪管22出口端的末端。具体的,在布水管管壁上开设垂直于布水管轴线的水平通孔31b。水平通孔数量设置为至少3个,并且其孔径大小延布水管内液体流动方向依次增大。Preferably, a water distribution pipe 31 is arranged at the top of the third-stage facultative oxygen tank 13 , and the water distribution pipe is integrally arranged at the end of the outlet end of the secondary manure passage pipe 22 . Specifically, a horizontal through hole 31b perpendicular to the axis of the water distribution pipe is opened on the wall of the water distribution pipe. The number of horizontal through holes is set to at least 3, and the size of the hole diameter increases in turn along the flow direction of the liquid in the water pipe.
优选在三级兼氧池13顶部设置拔风管32,拔风管的底端设置在二级过粪管22出口端的末端,拔风管的顶端穿过三级兼氧池13池壁延伸至外部。拔风管数量可设置为1至5根。优选在每个拔风管上位于三级兼氧池13外部的管壁上开设一对平行的拔风孔32a,最好将拔风孔的轴线设置为水平。在上述实施例中,优选设置至少3个拔风管,相邻两个拔风管上设置的拔风孔轴线相互交叉设置,这样相邻两拔风管上的拔风孔的朝向错开,提升其通风效果。Preferably, an air pulling pipe 32 is arranged on the top of the third-stage facultative oxygen tank 13, the bottom end of the air pulling pipe is arranged at the end of the outlet end of the secondary fecal pipe 22, and the top of the air pulling pipe extends through the wall of the third-stage facultative oxygen tank 13 to external. The number of extraction pipes can be set from 1 to 5. Preferably, a pair of parallel air-pulling holes 32a are provided on the wall of each air-pulling pipe located outside the tertiary facultative oxygen tank 13, and preferably the axis of the air-pulling holes is set to be horizontal. In the above-mentioned embodiment, preferably at least three air extraction pipes are provided, and the axes of the air extraction holes provided on two adjacent air extraction pipes are arranged to cross each other, so that the directions of the air extraction holes on the adjacent two air extraction pipes are staggered, and the its ventilation effect.
优选在三级兼氧池13底部填充设置纤维组合填料33,有利于挂膜处理,其填充高度最好不超过出水管。填充料优选为塑料纤维条,通过网格固定在三级兼氧池13内,每根纤维条由钢丝将纤维捆扎成束,呈雪花状。优选在三级池体顶部设置设置清掏口34,方便定期清理沉积物。It is preferable to fill the bottom of the three-stage facultative oxygen tank 13 with a fiber composite filler 33, which is beneficial to the film hanging treatment, and its filling height preferably does not exceed the water outlet pipe. The filler is preferably a plastic fiber strip, which is fixed in the three-stage facultative oxygen tank 13 through a grid, and each fiber strip is bundled by steel wires in a snowflake shape. Preferably, a cleaning opening 34 is arranged on the top of the tertiary tank body, so as to facilitate the regular cleaning of sediments.
在本发明所述一体化单户生活污水净化装置的优选实施例中,优选在四级人工湿地池14内放置吸附基质41和挺水耐污植物42,其中吸附基质41可以是陶粒、沸石或石灰石,挺水耐污植物42可以是黄菖蒲、再力花或美人蕉。优选在四级人工湿地池14内选择陶粒和再力花组合。以下通过实验证明该装置中设置吸附基质41和挺水耐污植物42的效果:In the preferred embodiment of the integrated single-family domestic sewage purification device of the present invention, it is preferable to place the adsorption matrix 41 and the emergent pollution-resistant plants 42 in the four-stage constructed wetland pool 14, wherein the adsorption matrix 41 can be ceramsite, zeolite Or limestone, the emergent water-tolerant plant 42 can be iris, jasper or canna. It is preferable to select a combination of ceramsite and Zailihua in the four-level constructed wetland pool 14 . The following experiments prove the effect of arranging the adsorption matrix 41 and the emergent and fouling-resistant plants 42 in the device:
(1)实验装置设置(1) Experimental setup
实验在上述装置的四级人工湿地池内设置九组吸附基质41和挺水耐污植物42的组合:黄菖蒲+陶粒、再力花+陶粒、美人蕉+陶粒、黄菖蒲+沸石、再力花+沸石、美人蕉+沸石、黄菖蒲+石灰石、再力花+石灰石、美人蕉+石灰石,其中黄菖蒲共48株,平均株高为(21.12±1.36)cm,种植密度为16丛/㎡,再力花共36株,平均株高为(23.24±3.19)cm,种植密度为12丛/㎡,美人蕉共48株,平均株高为(22.33±4.15)cm,种植密度为6丛/㎡,其平均鲜重分别为150.33g、180.53g、143.4g,采用直径为10cm的PVC管进水;In the experiment, nine groups of adsorption substrates 41 and emergent and pollution-resistant plants 42 were set up in the four-level constructed wetland pool of the above-mentioned device: calamus + ceramsite, Zailihua + ceramsite, canna + ceramsite, calamus + zeolite, Lihua + zeolite, canna + zeolite, yellow calamus + limestone, Zaili flower + limestone, canna + limestone, of which there are 48 yellow calamus plants, the average plant height is (21.12±1.36) cm, and the planting density is 16 clumps/㎡. There are 36 plants of Zailihua, with an average plant height of (23.24±3.19) cm and a planting density of 12 clumps/㎡, and a total of 48 canna plants with an average plant height of (22.33±4.15) cm and a planting density of 6 clumps/㎡. The average fresh weights are 150.33g, 180.53g, and 143.4g respectively, and the water is fed by a PVC pipe with a diameter of 10cm;
(2)实验方法:(2) Experimental method:
进水模拟三级兼氧池的出水配置,水力停留时间为两天,每两周测一次水样,连续监测一年,检测水质包括CODcr、TN、TP、NH3-N和SS,其结果采用隶属函数法分析,进水水质如下表1:The water inlet simulates the effluent configuration of the three-stage facultative oxygen tank. The hydraulic retention time is two days. The water samples are measured every two weeks and continuously monitored for one year. The detected water quality includes CODcr, TN, TP, NH 3 -N and SS. The results The membership function method was used to analyze the influent water quality as shown in Table 1:
表1 人工湿地进水水质Table 1 Constructed wetland influent water quality
(3)数据分析:(3) Data analysis:
污水的污染去除率采用R=(C0-Ci)/C0× 100%计算,C0和Ci分别表示进水和出水的污染物浓度,运用隶属函数法(即将各指标的平均数值换算成隶属函数值,取各指标隶属度的平均值作为污水净化能力的综合鉴定标准)公式:(Xi-Xmin)/(Xmax-Xmin)分析系统净化效果。The pollution removal rate of sewage is calculated by R=(C 0 -C i )/C 0 × 100%, where C 0 and C i represent the pollutant concentrations of the influent and effluent, respectively. Convert it into membership function value, and take the average value of membership degree of each index as the comprehensive identification standard of sewage purification capacity) formula: (Xi-Xmin)/(Xmax-Xmin) to analyze the purification effect of the system.
(4)实验结果:(4) Experimental results:
表2 各吸附基质和挺水耐污植物组合的污染物去除率:Table 2 Pollutant removal rates of each combination of adsorption substrates and emergent and fouling-tolerant plants:
表3 各吸附基质和挺水耐污植物组合的污染物出水浓度Table 3 Concentrations of pollutants in effluent of each combination of adsorption substrates and emergent and fouling-tolerant plants
(5)实验结论(5) Experimental conclusion
由上可知,在四级人工湿地池14内设置不同的吸附基质41和不同的挺水耐污植物42,其中挺水耐污植物42提高了湿地中溶解氧浓度,强化了好氧微生物降解路径;通过多孔吸附性基质强化吸附路径,以及二级截留基质提高出水透明度,上述吸附基质41和挺水耐污植物42的组合均有明显的除污效果,最终实现出水达标排放。It can be seen from the above that different adsorption substrates 41 and different emergent and pollution-resistant plants 42 are arranged in the four-level constructed wetland pool 14, wherein the emergent and pollution-resistant plants 42 increase the dissolved oxygen concentration in the wetland and strengthen the degradation path of aerobic microorganisms. Through the porous adsorption matrix to strengthen the adsorption path, and the secondary interception matrix to improve the transparency of the effluent, the combination of the above-mentioned adsorption matrix 41 and the emergent and pollution-resistant plants 42 has obvious decontamination effect, and finally achieves the discharge of effluent up to the standard.
其中,考虑到虽然沸石+美人蕉系统的隶属函数值稍微大于陶粒+再力花系统,但是其对于TP 的年平均去除率为负值,容易出现磷饱和释放,使得出水不容易达标;故最优实施例中选择陶粒+再力花的组合,其对于CODcr、TN、TP、NH3-N、SS的去除均很高,除污能力更强,系统运行更加持久。Among them, considering that although the membership function value of the zeolite + canna system is slightly larger than that of the ceramsite + Zailihua system, its annual average removal rate for TP is negative, and it is prone to saturated phosphorus release, making it difficult for the effluent to reach the standard; In the preferred embodiment, the combination of ceramsite + reliflower is selected, which has high removal of CODcr, TN, TP, NH 3 -N, and SS, stronger decontamination ability, and longer system operation.
在上诉本发明所述的一体化农村单户生活污水净化装置中,相比较于传统三级化粪池装置,通过改进过粪管高度,强化一级厌氧池的沉淀和过滤效果,以及二级厌氧池的水解和消化效果;三级兼氧池设置的拔风管富氧,减少二级厌氧池厌氧效果过程中产生的恶臭气体;通过设置纤维组合填料,促进兼氧和厌氧细菌的繁殖,强化微生物降解污水有机物效率;四级人工湿地通过设置跌水,种植挺水耐污植物等措施提高湿地中溶解氧浓度,强化好氧微生物降解路径,并通过多孔吸附性基质强化吸附路径,以及二级截留基质提高出水透明度,最终实现出水达标排放。该一体化农村单户生活污水净化装置充分发挥了污水处理中的微生物好氧氧化和厌氧消化,以及物理吸附截留等作用;装置污水净化效率高,操作简单。In the integrated rural single-family domestic sewage purification device according to the present invention, compared with the traditional three-stage septic tank device, by improving the height of the fecal pipe, the sedimentation and filtration effects of the first-stage anaerobic tank are enhanced, and the two-stage anaerobic tank is improved. The hydrolysis and digestion effect of the first-level anaerobic tank; the air-pulling pipe set in the third-level facultative tank is enriched with oxygen to reduce the malodorous gas generated during the anaerobic effect of the second-level anaerobic tank; the fiber combination filler is set to promote facultative oxygen and anaerobic effect. The reproduction of oxygen bacteria enhances the efficiency of microorganisms in degrading organic matter in sewage; the fourth-level constructed wetlands increase the dissolved oxygen concentration in the wetland by setting up water drops and planting emergent water pollution-resistant plants and other measures, strengthen the degradation path of aerobic microorganisms, and strengthen the porous adsorption matrix The adsorption path and the secondary retention matrix improve the transparency of the effluent, and finally achieve the discharge of the effluent up to the standard. The integrated rural single-family domestic sewage purification device gives full play to the functions of microbial aerobic oxidation and anaerobic digestion, as well as physical adsorption and interception in sewage treatment; the device has high sewage purification efficiency and simple operation.
以上所述实施例仅表达了本发明的几种实施方式,其描述较为具体和详细,但并不能因此而理解为对本发明专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进,这些都属于本发明的保护范围。The above-mentioned embodiments only represent several embodiments of the present invention, and the descriptions thereof are specific and detailed, but should not be construed as a limitation on the scope of the patent of the present invention. It should be pointed out that for those skilled in the art, without departing from the concept of the present invention, several modifications and improvements can be made, which all belong to the protection scope of the present invention.
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