CN104843902A - Integrated biological vector dephosphorizing reactor - Google Patents
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- 238000006243 chemical reaction Methods 0.000 claims abstract description 69
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims abstract description 44
- 239000011574 phosphorus Substances 0.000 claims abstract description 44
- 229910052698 phosphorus Inorganic materials 0.000 claims abstract description 44
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 38
- 238000005273 aeration Methods 0.000 claims abstract description 22
- 239000010802 sludge Substances 0.000 claims abstract description 11
- 239000003814 drug Substances 0.000 claims abstract description 10
- 229940079593 drug Drugs 0.000 claims abstract description 8
- 238000004062 sedimentation Methods 0.000 claims abstract description 8
- 239000002893 slag Substances 0.000 claims abstract description 6
- 238000001556 precipitation Methods 0.000 claims description 11
- 238000002425 crystallisation Methods 0.000 abstract description 13
- 230000008025 crystallization Effects 0.000 abstract description 11
- 238000001179 sorption measurement Methods 0.000 abstract description 6
- 238000005189 flocculation Methods 0.000 abstract description 5
- 230000016615 flocculation Effects 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 5
- 230000000295 complement effect Effects 0.000 abstract description 2
- 230000005484 gravity Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 10
- 239000002351 wastewater Substances 0.000 description 7
- 238000009388 chemical precipitation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000011084 recovery Methods 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- CKMXBZGNNVIXHC-UHFFFAOYSA-L ammonium magnesium phosphate hexahydrate Chemical compound [NH4+].O.O.O.O.O.O.[Mg+2].[O-]P([O-])([O-])=O CKMXBZGNNVIXHC-UHFFFAOYSA-L 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012851 eutrophication Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 238000005352 clarification Methods 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002367 phosphate rock Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 229910052567 struvite Inorganic materials 0.000 description 1
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
本发明公开了一种一体化生物介体除磷反应器。反应器本体从下到上顺次设有布水区、反应区和沉淀区,布水区下部设有排渣口、污泥斗,布水区设有曝气装置、反射板和环形分布器,曝气装置包括曝气管、曝气头,环形分布器包括分布盘和分布柱;反应区从内向外顺次设有第一反应区、中心管、第二反应区,第一反应区上部设有进水管、进药管,底部设有扩张管,第二反应区下部设有出料口,上部设有进料口;沉淀区设有出水堰、出水管,出水堰上部设有锯齿型溢流堰。本发明融絮凝除磷、吸附除磷与结晶除磷于一体,各单元功能互补,结构紧凑,占地面积小;重力自流迅速絮凝,载体区缓慢结晶,提高除磷与结晶效率;产物中磷含量高。
The invention discloses an integrated biological mediator phosphorus removal reactor. The reactor body is equipped with a water distribution area, a reaction area and a sedimentation area in sequence from bottom to top. The lower part of the water distribution area is equipped with a slag outlet and a sludge bucket. The water distribution area is equipped with an aeration device, a reflector and a ring distributor. , the aeration device includes an aeration tube, an aeration head, and the annular distributor includes a distribution plate and a distribution column; the reaction area is sequentially provided with a first reaction area, a central pipe, and a second reaction area from the inside to the outside, and the upper part of the first reaction area There are water inlet pipes, drug inlet pipes, expansion pipes at the bottom, material outlets at the lower part of the second reaction zone, and material inlets at the upper part; water outlet weirs and outlet pipes are provided in the sedimentation area, and sawtooth-shaped overflow weir. The invention integrates flocculation, adsorption and crystallization for phosphorus removal, and the functions of each unit are complementary, and the structure is compact, and the floor area is small; the gravity self-flowing is rapid flocculation, and the carrier area is slowly crystallized, which improves the efficiency of phosphorus removal and crystallization; the phosphorus in the product High content.
Description
技术领域 technical field
本发明涉及处理含磷废水的反应器,尤其涉及一体化生物介体除磷反应器。 The invention relates to a reactor for treating phosphorus-containing wastewater, in particular to an integrated biological mediator phosphorus removal reactor.
背景技术 Background technique
我国水体污染严重,其中富营养化污染造成生态平衡破坏、饮用水质下降,对人类生活和生产造成了重大影响。磷元素是造成水体富营养化的主要限制因素。近年来,一方面含磷废水日益增多,引起环境污染和生态破坏不断加剧;另一方面,由于大量开采,磷资源趋于耗竭。据估计,按现有开采速度,全球的磷矿资源只能维持100~250年。因此,废水除磷及其资源化回收利用,已成为环境与资源领域的重大课题。 my country's water bodies are seriously polluted, among which eutrophication pollution has caused ecological balance damage and a decline in drinking water quality, which has had a major impact on human life and production. Phosphorus is the main limiting factor causing water eutrophication. In recent years, on the one hand, phosphorus-containing wastewater has been increasing, causing environmental pollution and ecological damage; on the other hand, phosphorus resources tend to be exhausted due to large-scale mining. It is estimated that according to the current mining speed, the global phosphate rock resources can only last for 100-250 years. Therefore, phosphorus removal from wastewater and its resource recycling have become a major issue in the field of environment and resources.
生物除磷法是常用的废水除磷技术,但其对废水成分要求高、除磷率较低、运行稳定性及灵活性差、剩余污泥量大且处置难。化学沉淀除磷法是另一种重要的废水除磷技术。实用发现,传统化学沉淀除磷法存在沉淀速度慢、固液分离差、污泥含水率高、污泥含磷量低等缺点。化学结晶除磷法主要有鸟粪石(MAP)结晶法和碳酸钙(HAP)结晶法,这类方法既能去除磷,又能回收磷,受到学术界和产业界的青睐。但化学结晶除磷法操作复杂,运行成本高,到目前为止大部分研究仍停留在实验室层面,鲜有工程应用。 Biological phosphorus removal is a commonly used wastewater phosphorus removal technology, but it has high requirements for wastewater components, low phosphorus removal rate, poor operation stability and flexibility, large amount of residual sludge and difficult disposal. Chemical precipitation phosphorus removal method is another important wastewater phosphorus removal technology. It has been found that the traditional chemical precipitation phosphorus removal method has disadvantages such as slow precipitation speed, poor solid-liquid separation, high sludge moisture content, and low sludge phosphorus content. Chemical crystallization phosphorus removal methods mainly include struvite (MAP) crystallization method and calcium carbonate (HAP) crystallization method. These methods can not only remove phosphorus, but also recover phosphorus, and are favored by academia and industry. However, the chemical crystallization phosphorus removal method is complex in operation and high in operating costs. So far, most researches are still at the laboratory level, and there are few engineering applications.
将化学沉淀除磷法与结晶除磷法相结合,同时利用改性剩余污泥(生物介体)的截留、吸附、助晶作用,开发集除磷与磷回收于一体的反应器,不仅强化了废水除磷效果,实现了磷资源回收,而且利用生物介体作为晶核,缓解了剩余污泥处置压力。 Combining the chemical precipitation phosphorus removal method with the crystallization phosphorus removal method, and using the interception, adsorption, and crystallization effects of the modified excess sludge (biological mediator), the development of a reactor integrating phosphorus removal and phosphorus recovery not only strengthens the The phosphorus removal effect of wastewater has realized the recovery of phosphorus resources, and the use of biological mediators as crystal nuclei has eased the pressure on excess sludge disposal.
发明内容 Contents of the invention
本发明目的是克服现有技术的不足,提供一体化生物介体除磷反应器。 The purpose of the invention is to overcome the deficiencies of the prior art and provide an integrated biological mediator phosphorus removal reactor.
一体化生物介体除磷反应器本体从下到上顺次设有布水区、反应区和沉淀区,反应区和沉淀区的中心设有中心管,中心管下端设有扩张管,布水区从下到上顺次设有排渣口、污泥斗、曝气装置、反射板和环形分布器,曝气装置包括曝气管、曝气头,环形分布器包括分布盘和分布柱,反应区从内到外顺次设有第一反应区、第二反应区,从中心管上部三分之一处延伸至扩张管为第一反应区,中心管上部内侧设有进水管、进药管,第二反应区上部设有进料口,下部设有出料口,第一反应区与第二反应区通过环形分布器相连通,沉淀区设有出水堰、出水管,出水堰上部设有锯齿型溢流堰。 The body of the integrated biological mediator phosphorus removal reactor is provided with a water distribution area, a reaction area and a precipitation area in sequence from bottom to top. The center of the reaction area and the precipitation area is provided with a central tube, and the lower end of the central tube is provided with an expansion tube for water distribution. The area is equipped with slag outlet, sludge hopper, aeration device, reflection plate and ring distributor in sequence from bottom to top. Aeration device includes aeration pipe, aeration head, and ring distributor includes distribution plate and distribution column. The reaction area is provided with the first reaction area and the second reaction area in sequence from the inside to the outside, extending from the upper third of the central tube to the expansion tube is the first reaction area, and the inner side of the upper part of the central tube is equipped with a water inlet pipe and a drug feeder. The upper part of the second reaction zone is provided with a material inlet, and the lower part is provided with a material outlet. The first reaction zone and the second reaction zone are connected through an annular distributor. The sedimentation zone is provided with a water outlet weir and an outlet pipe. There is a sawtooth overflow weir.
所述的反应器径高比为3~5,布水区、反应区和沉淀区的体积比为1 : 3~6 : 2~4。所述的第一反应区与第二反应区为同心圆筒,两者高度相等;第一反应区与第二反应区截面积之比为1 : 10~30。所述的曝气头位于反射板正下方,反射板位于扩张管正下方,距离为10~30mm,反射板直径为扩张口直径的1.3~1.8倍。所述的分布盘与扩张管相连固定,与水平线呈20~30°,最低点距离反应器底部高度为50~150mm,分布盘开有φ2~10mm的圆孔,单位面积分布50~200个,孔内竖直安装高度40~80mm的分布柱,分布柱下面开口,上端封闭,侧面均匀开设φ10~20mm小孔。所述的进水管、进药管位于第一反应区上部中心。 The diameter-to-height ratio of the reactor is 3-5, and the volume ratio of the water distribution area, the reaction area and the precipitation area is 1: 3-6: 2-4. The first reaction zone and the second reaction zone are concentric cylinders with equal heights; the ratio of the cross-sectional area of the first reaction zone to the second reaction zone is 1:10~30. The aeration head is located directly below the reflector, the reflector is located directly below the expansion tube, the distance is 10-30mm, and the diameter of the reflector is 1.3-1.8 times the diameter of the expansion port. The distribution plate is connected and fixed with the expansion tube, and is 20-30° from the horizontal line. The lowest point is 50-150mm from the bottom of the reactor. A distribution column with a height of 40~80mm is vertically installed in the hole, the bottom of the distribution column is open, the upper end is closed, and small holes of φ10~20mm are evenly opened on the side. The water inlet pipe and drug inlet pipe are located at the upper center of the first reaction zone.
本发明与现有技术相比具有的有益效果:1)反应器自下而上分为布水区、反应区和沉淀区三个单元,相邻单元功能互补,结构紧凑,占地面积小;2)反应区分为第一反应区和第二反应区,将絮凝除磷、吸附除磷与结晶除磷融于一体;3)第二反应区装有生物介体,加速吸附结晶过程,同时提高晶体磷含量;4)环形分布器均匀布水;5)沉淀区溢流堰采用锯齿形堰口,可确保沉淀区流态均匀。 Compared with the prior art, the present invention has beneficial effects: 1) The reactor is divided into three units from bottom to top: water distribution area, reaction area and precipitation area, and the adjacent units have complementary functions, compact structure, and small footprint; 2) The reaction zone is divided into the first reaction zone and the second reaction zone, which integrates flocculation, adsorption and crystallization for phosphorus removal; 3) The second reaction zone is equipped with biological mediators to accelerate the process of adsorption and crystallization, while improving Crystalline phosphorus content; 4) The annular distributor distributes water evenly; 5) The overflow weir in the sedimentation area adopts a zigzag weir to ensure uniform flow in the sedimentation area.
附图说明 Description of drawings
图1是一体化除磷反应器结构示意图; Fig. 1 is a structural schematic diagram of an integrated phosphorus removal reactor;
图2是一体化除磷反应器结构A-A剖视图 Figure 2 is a sectional view of the structure A-A of the integrated phosphorus removal reactor
图中:排渣口1、污泥斗2、曝气管3、曝气头4、反射板5、分布盘6、分布柱7、第一反应区8、扩张管9、中心管10、进水管11、进药管12、进料管13、出料口14、第二反应区15、溢流堰16、出水管17。 In the figure: slag outlet 1, sludge hopper 2, aeration pipe 3, aeration head 4, reflection plate 5, distribution plate 6, distribution column 7, first reaction zone 8, expansion pipe 9, central pipe 10, inlet Water pipe 11, drug inlet pipe 12, feed pipe 13, material outlet 14, second reaction zone 15, overflow weir 16, water outlet pipe 17.
具体实施方式 Detailed ways
如图1、2所示,一体化生物介体除磷反应器本体从下到上顺次设有布水区I、反应区II和沉淀区III,反应区II和沉淀区III的中心设有中心管10,中心管10下端设有扩张管9,布水区I从下到上顺次设有排渣口1、污泥斗2、曝气装置、反射板5和环形分布器,曝气装置包括曝气管3、曝气头4,环形分布器包括分布盘6和分布柱7,反应区II从内到外顺次设有第一反应区8、第二反应区15,从中心管10上部三分之一处延伸至扩张管9为第一反应区8,中心管10上部内侧设有进水管11、进药管12,第二反应区15上部设有进料口13,下部设有出料口14,第一反应区8与第二反应区15通过环形分布器相连通,沉淀区III设有出水堰、出水管17,出水堰上部设有锯齿型溢流堰16。 As shown in Figures 1 and 2, the body of the integrated biological mediator phosphorus removal reactor is sequentially provided with water distribution area I, reaction area II and precipitation area III from bottom to top, and the center of reaction area II and precipitation area III is set The central pipe 10, the lower end of the central pipe 10 is provided with an expansion pipe 9, and the water distribution area I is provided with a slag outlet 1, a sludge bucket 2, an aeration device, a reflector 5 and an annular distributor in order from bottom to top, and the aeration The device includes an aeration tube 3 and an aeration head 4. The annular distributor includes a distribution plate 6 and a distribution column 7. The reaction zone II is sequentially provided with a first reaction zone 8 and a second reaction zone 15 from the inside to the outside. One-third of the upper part of the 10 extends to the expansion tube 9, which is the first reaction zone 8, and the inner side of the upper part of the center tube 10 is provided with a water inlet pipe 11 and a medicine feeding pipe 12. There is a discharge port 14, the first reaction zone 8 and the second reaction zone 15 are connected through an annular distributor, the sedimentation zone III is provided with a water outlet weir and a water outlet pipe 17, and a zigzag overflow weir 16 is provided on the upper part of the water outlet weir.
所述的反应器径高比为3~5,布水区I、反应区II和沉淀区III的体积比为1 : 3~6 : 2~4。所述的第一反应区8与第二反应区15为同心圆筒,两者高度相等;第一反应区8与第二反应区15截面积之比为1 : 10~30。所述的曝气头4位于反射板5正下方,反射板5位于扩张管9正下方,距离为10~30mm,反射板5直径为扩张口9直径的1.3~1.8倍。所述的分布盘6与扩张管9相连固定,与水平线呈20~30°,最低点距离反应器底部高度为50~150mm,分布盘6开有φ2~10mm的圆孔,单位面积分布50~200个,孔内竖直安装高度40~80mm的分布柱7,分布柱7下面开口,上端封闭,侧面均匀开设φ10~20mm小孔。所述的进水管11、进药管12位于第一反应区8上部中心。 The diameter-to-height ratio of the reactor is 3-5, and the volume ratio of the water distribution zone I, the reaction zone II and the precipitation zone III is 1: 3-6: 2-4. The first reaction zone 8 and the second reaction zone 15 are concentric cylinders with equal heights; the ratio of the cross-sectional area of the first reaction zone 8 to the second reaction zone 15 is 1: 10 ~ 30. The aeration head 4 is located directly below the reflecting plate 5, and the reflecting plate 5 is located directly below the expansion tube 9, with a distance of 10-30mm. The diameter of the reflecting plate 5 is 1.3-1.8 times the diameter of the expanding port 9. The distribution plate 6 is connected and fixed with the expansion tube 9, and is 20-30° from the horizontal line. The lowest point is 50-150mm from the bottom of the reactor. 200 distribution columns 7 with a height of 40-80mm are vertically installed in the holes. The bottom of the distribution columns 7 is open, the upper end is closed, and small holes of φ10-20mm are evenly opened on the side. The water inlet pipe 11 and the drug inlet pipe 12 are located at the upper center of the first reaction zone 8 .
一种一体化生物介体除磷反应器可用PVC板和钢板制作,其工作流程如下:首先通过进料口13装载载体,先用大粒径碎石或者玻璃球填充至分布柱7高度,再填充预处理过的生物载体至距离进料口13约30~80mm;进水管11与进药管12同时进水进药,在第一反应区8内充分混合,随着重力自流在第一反应区8内进行絮凝除磷反应;反应产生的沉淀物部分进入底部污泥斗2,通过排渣口1排出,部分沉淀物随着水流通过反射板5与曝气作用向上流动,通过环形分布器均匀布水后进入第二反应区15;由于第二反应区15截面积增大,水流速度在第二反应区15内减缓,与生物载体充分接触,进行吸附结晶反应,并拦截固体悬浮物,进行固液分离;第二反应区15出水在沉淀区III内沉降分离,澄清后出水经溢流堰16经由出水管17排出。 An integrated biological mediator phosphorus removal reactor can be made of PVC board and steel plate, and its working process is as follows: firstly, the carrier is loaded through the feed port 13, and the large-sized crushed stone or glass balls are first filled to the height of the distribution column 7, and then Fill the pretreated biological carrier to a distance of about 30-80mm from the feed port 13; the water inlet pipe 11 and the drug inlet pipe 12 are fed with water and medicine at the same time, and are fully mixed in the first reaction zone 8. The flocculation and phosphorus removal reaction is carried out in zone 8; the sediment produced by the reaction partly enters the bottom sludge hopper 2 and is discharged through the slag discharge port 1, and part of the sediment flows upward through the reflection plate 5 and aeration with the water flow, and passes through the annular distributor After uniform water distribution, it enters the second reaction zone 15; due to the increase in cross-sectional area of the second reaction zone 15, the water flow velocity slows down in the second reaction zone 15, fully contacts with the biological carrier, carries out adsorption and crystallization reaction, and intercepts suspended solids, Solid-liquid separation is carried out; the effluent from the second reaction zone 15 is settled and separated in the precipitation zone III, and the effluent after clarification is discharged through the overflow weir 16 and the water outlet pipe 17.
本发明中反应器的除磷以及结晶回收关键在于流速控制。通过第一反应区8和第二反应区15截面积比例设计,控制进水在第一反应区8内的快速絮凝除磷作用,反射板5并辅以曝气装置控制上流流速,在第二反应区15内缓慢上流,达到吸附结晶除磷作用。 The key to the phosphorus removal and crystallization recovery of the reactor in the present invention lies in flow rate control. Through the proportion design of the cross-sectional area of the first reaction zone 8 and the second reaction zone 15, the rapid flocculation and dephosphorization of the influent in the first reaction zone 8 is controlled. Slowly flow upward in the reaction zone 15 to achieve the effect of adsorption and crystallization for phosphorus removal.
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Cited By (3)
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CN106915819A (en) * | 2017-03-16 | 2017-07-04 | 浙江大学 | The variable dephosphorizing reactor of current limliting and its waste water dephosphorization method |
CN107311309A (en) * | 2017-08-02 | 2017-11-03 | 哈尔滨工业大学 | The micro- oxygen bioreactor of up-flow interior circulation and its aeration method and application method for strengthening mass transfer |
CN111196627A (en) * | 2020-01-16 | 2020-05-26 | 中山大学 | Device based on elemental sulfur autotrophic denitrification process and wastewater treatment method |
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CN111196627A (en) * | 2020-01-16 | 2020-05-26 | 中山大学 | Device based on elemental sulfur autotrophic denitrification process and wastewater treatment method |
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