CN103964619A - Advanced treatment and reuse method of pre-coated membrane of tail water of sewage plant - Google Patents
Advanced treatment and reuse method of pre-coated membrane of tail water of sewage plant Download PDFInfo
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- 239000012528 membrane Substances 0.000 title claims abstract description 128
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 124
- 238000000034 method Methods 0.000 title claims abstract description 43
- 239000010865 sewage Substances 0.000 title claims abstract description 24
- 239000011248 coating agent Substances 0.000 claims abstract description 71
- 238000000576 coating method Methods 0.000 claims abstract description 71
- 238000000108 ultra-filtration Methods 0.000 claims abstract description 63
- 239000000463 material Substances 0.000 claims abstract description 51
- 238000001223 reverse osmosis Methods 0.000 claims abstract description 20
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 14
- 239000002245 particle Substances 0.000 claims description 12
- 238000006243 chemical reaction Methods 0.000 claims description 9
- 238000001914 filtration Methods 0.000 claims description 6
- 239000013505 freshwater Substances 0.000 claims description 6
- 239000012535 impurity Substances 0.000 claims description 6
- 229920002401 polyacrylamide Polymers 0.000 claims description 6
- 239000000126 substance Substances 0.000 claims description 6
- 239000006228 supernatant Substances 0.000 claims description 6
- 239000002351 wastewater Substances 0.000 claims description 6
- 238000010992 reflux Methods 0.000 claims description 5
- 229910021536 Zeolite Inorganic materials 0.000 claims description 4
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims description 4
- 239000000843 powder Substances 0.000 claims description 4
- 239000010457 zeolite Substances 0.000 claims description 4
- 238000005868 electrolysis reaction Methods 0.000 claims description 2
- 239000000835 fiber Substances 0.000 claims description 2
- 238000011010 flushing procedure Methods 0.000 claims description 2
- 238000001556 precipitation Methods 0.000 claims description 2
- 239000012141 concentrate Substances 0.000 claims 2
- 238000006555 catalytic reaction Methods 0.000 claims 1
- 238000011001 backwashing Methods 0.000 abstract description 25
- 230000004907 flux Effects 0.000 abstract description 13
- 239000004576 sand Substances 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 6
- 239000012065 filter cake Substances 0.000 abstract description 3
- 239000008235 industrial water Substances 0.000 abstract 1
- 239000013049 sediment Substances 0.000 abstract 1
- 230000008569 process Effects 0.000 description 15
- 238000004062 sedimentation Methods 0.000 description 14
- 230000007423 decrease Effects 0.000 description 10
- 230000006872 improvement Effects 0.000 description 8
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 6
- 230000001105 regulatory effect Effects 0.000 description 6
- 239000003344 environmental pollutant Substances 0.000 description 5
- 238000000265 homogenisation Methods 0.000 description 5
- 231100000719 pollutant Toxicity 0.000 description 5
- 239000006004 Quartz sand Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000012510 hollow fiber Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000000926 separation method Methods 0.000 description 4
- 239000005909 Kieselgur Substances 0.000 description 3
- 239000005416 organic matter Substances 0.000 description 3
- 150000003839 salts Chemical class 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000009285 membrane fouling Methods 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 241000195493 Cryptophyta Species 0.000 description 1
- 241000700605 Viruses Species 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006056 electrooxidation reaction Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
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- 238000004064 recycling Methods 0.000 description 1
- 238000001878 scanning electron micrograph Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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- Separation Using Semi-Permeable Membranes (AREA)
Abstract
Description
技术领域 technical field
本发明属于污水深度处理及回用工程领域,涉及一种工业园污水厂尾水深度处理及回用的方法。 The invention belongs to the field of sewage advanced treatment and reuse engineering, and relates to a method for advanced treatment and reuse of tail water of industrial park sewage plants.
背景技术 Background technique
日益紧张的水资源紧缺和水环境污染问题,已经引起国内外高度重视。工业污水再生利用是缓解水资源紧缺状况,减轻水体污染程度、改善生态环境的有效途径,如何合理有效的对园区内污水资源进行综合利用,已成为解决园区水资源利用和水环境污染问题的关键。工业园区污水厂尾水主要水质指标如有机物、氨氮、盐分等不能满足回用标准,需要进一步深度处理。而膜分离技术在世界范围内受到高度重视,其最大优点就是分离效率高、产水能回用于生产过程。但膜污染已经成为限制膜分离技术进一步应用的瓶颈问题。 The increasingly tense water resource shortage and water environment pollution have attracted great attention both at home and abroad. Industrial sewage recycling is an effective way to alleviate the shortage of water resources, reduce the degree of water pollution, and improve the ecological environment. How to rationally and effectively comprehensively utilize sewage resources in the park has become the key to solving the problems of water resource utilization and water environment pollution in the park. . The main water quality indicators of the tail water of industrial park sewage plants, such as organic matter, ammonia nitrogen, and salinity, cannot meet the reuse standards and require further advanced treatment. Membrane separation technology has been highly valued in the world, and its biggest advantage is high separation efficiency, and the produced water can be reused in the production process. However, membrane fouling has become a bottleneck problem that restricts the further application of membrane separation technology.
双膜法是指超滤膜(UF)和反渗透膜(RO)相结合的一种水处理方法,尽管双膜法具有较多的优势,但在实际运行中仍存在这些问题,主要表现在如何控制膜污染,从而提高膜通量,以获得较长的膜寿命。超滤膜可以减少后续反渗透膜的污染,但超滤膜经过一定时间的运行,膜表面都会截流部分有机物、病毒、细菌、藻类等物质,即超滤膜也会不可避免的受到污染。在运行中需要对超滤进行定期的反洗,可以带走膜表面的部分截留物,延缓膜通量的衰减,反洗频率一般为每20分钟到60分钟一次,每次反洗时间为20秒到80秒,而高频率的反洗会明显减少超滤膜的产水率。另外,膜浓水具有含盐量较高,可生化性差的特点,处理相对困难。因此,如何有效回收膜反洗水和膜浓水也是膜技术在污水深度处理应用中必须要解决的一个问题。 The double-membrane method refers to a water treatment method that combines ultrafiltration membrane (UF) and reverse osmosis membrane (RO). Although the double-membrane method has many advantages, there are still these problems in actual operation, mainly in How to control membrane fouling to increase membrane flux for longer membrane lifetime. The ultrafiltration membrane can reduce the pollution of the subsequent reverse osmosis membrane, but after a certain period of operation of the ultrafiltration membrane, the surface of the membrane will intercept some organic matter, viruses, bacteria, algae and other substances, that is, the ultrafiltration membrane will inevitably be polluted. Regular backwashing is required for ultrafiltration during operation, which can take away part of the intercepted matter on the surface of the membrane and delay the attenuation of membrane flux. The frequency of backwashing is generally once every 20 minutes to 60 minutes, and the time for each backwashing is 20 minutes. seconds to 80 seconds, and high-frequency backwashing will significantly reduce the water production rate of the ultrafiltration membrane. In addition, membrane concentrated water has the characteristics of high salt content and poor biodegradability, so it is relatively difficult to treat. Therefore, how to effectively recover membrane backwash water and membrane concentrated water is also a problem that must be solved in the application of membrane technology in advanced sewage treatment.
发明内容 Contents of the invention
发明目的:针对现有技术中工业园污水厂尾水双膜深度处理及回用方法中存在的上述问题,本发明提供一种污水厂尾水预涂膜深度处理及回用的方法。 Purpose of the invention: Aiming at the above-mentioned problems existing in the prior art in the double-membrane advanced treatment and reuse method of the tail water of the industrial park sewage plant, the present invention provides a method for the advanced treatment and reuse of the pre-coated film of the tail water of the sewage plant.
为解决上述技术问题,本发明采用的技术方案如下: In order to solve the problems of the technologies described above, the technical scheme adopted in the present invention is as follows:
一种污水厂尾水预涂膜深度处理及回用的方法,其包括以下步骤: A method for advanced treatment and reuse of precoated film of tail water from a sewage plant, comprising the following steps:
(1)首先将尾水送入调节池均质; (1) First send the tail water to the regulating tank for homogenization;
(2)再经过砂滤器,去除废水中较大颗粒的悬浮杂质; (2) After passing through the sand filter, the suspended impurities of larger particles in the wastewater are removed;
(3)预涂膜材料通过涂膜材料加药装置加入砂滤器出水中,含预涂膜材料溶液的砂滤器出水通过超滤膜,在超滤膜表面形成动态预涂层,超滤膜浓水回流到调节池,出水进入中间水池; (3) The pre-coating material is added to the sand filter effluent through the coating material dosing device, and the sand filter effluent containing the pre-coating material solution passes through the ultrafiltration membrane to form a dynamic pre-coating on the surface of the ultrafiltration membrane. The water returns to the regulating tank, and the effluent enters the intermediate tank;
(4)中间水池的水进入到反渗透膜处理,反渗透膜淡水回用,浓水进入到浓水池; (4) The water in the middle tank enters the reverse osmosis membrane for treatment, the fresh water of the reverse osmosis membrane is reused, and the concentrated water enters the concentrated water tank;
(5)浓水池水再经过电化学反应器处理,出水达标排放。 (5) The concentrated pool water is then treated by an electrochemical reactor, and the effluent is discharged up to the standard.
作为本发明的进一步改进,在步骤(3)和(4)之间还包括反冲洗步骤,即,中间水池的部分水定期通过泵对超滤膜进行反冲洗,使预涂层自动脱落,被反洗水带出,进入到涂膜材料沉淀池,涂膜材料沉淀池中的涂膜材料沉淀回用到涂膜材料加药装置反复利用,涂膜材料沉淀池上清液进入到浓水池。 As a further improvement of the present invention, a backwashing step is also included between steps (3) and (4), that is, part of the water in the intermediate pool is periodically backwashed by the pump to the ultrafiltration membrane, so that the pre-coating will automatically fall off and be removed. The backwash water is taken out and enters the coating material sedimentation tank. The coating material in the coating material sedimentation tank is deposited and recycled to the coating material dosing device for repeated use. The supernatant of the coating material sedimentation tank enters the concentrated water tank.
作为本发明的进一步改进,所述的超滤膜为中空纤维膜,膜组件前设置精密过滤器,过滤精度5~40μm。 As a further improvement of the present invention, the ultrafiltration membrane is a hollow fiber membrane, and a precision filter is arranged in front of the membrane module with a filtration accuracy of 5-40 μm.
作为本发明的进一步改进,所述的超滤膜浓水回流,回流比为3%~8%。 As a further improvement of the present invention, the concentrated water of the ultrafiltration membrane is refluxed, and the reflux ratio is 3% to 8%.
作为本发明的进一步改进,所述的涂膜材料加药装置中,预涂膜材料为沸石粉和/或硅藻土和/或活性炭,粒径为400~2000目,加药量为50~400 mg/L。 As a further improvement of the present invention, in the described coating material dosing device, the pre-coating material is zeolite powder and/or diatomaceous earth and/or activated carbon, the particle size is 400-2000 mesh, and the dosing amount is 50-2000 mesh. 400mg/L.
作为本发明的进一步改进,所述的超滤膜反洗,反洗频率为每1小时到3小时一次,每次反洗时间为20秒到80秒,反洗流量为超滤进水流量的1.5倍到3.0倍。 As a further improvement of the present invention, the ultrafiltration membrane is backwashed, the backwashing frequency is once every 1 hour to 3 hours, the backwashing time is 20 seconds to 80 seconds each time, and the backwashing flow rate is 100% of the ultrafiltration influent flow rate. 1.5 times to 3.0 times.
作为本发明的进一步改进,所述的涂膜材料沉淀池分为反应区和沉淀区,反应区内加入聚丙烯酰胺絮凝剂,加药量为0.5 ~3 mg/L。 As a further improvement of the present invention, the coating material settling tank is divided into a reaction zone and a settling zone, and a polyacrylamide flocculant is added in the reaction zone at a dosage of 0.5-3 mg/L.
作为本发明的进一步改进,所述的电化学反应器为二维电极或三维电极电催化反应装置,调节电流密度为5~50mA/cm2,电解停留时间30~90分钟。 As a further improvement of the present invention, the electrochemical reactor is a two-dimensional electrode or three-dimensional electrode electrocatalytic reaction device, the current density is adjusted to 5-50 mA/cm 2 , and the electrolysis residence time is 30-90 minutes.
本发明的有益效果: Beneficial effects of the present invention:
采用本发明预涂膜的方法,能在超滤膜表面形成有效的“保护层”,以截留沉积在膜表面的污染物,减轻污染物和膜的直接接触。通过涂膜材料沉淀池对预涂膜超滤反洗水进行固液分离,涂膜材料循环回收于预涂膜材料加药装置中,并再次利用于预涂膜超滤体系中,可有效回收涂膜材料,实现反洗水的资源化利用,降低运行成本。 The method of precoating the membrane of the present invention can form an effective "protective layer" on the surface of the ultrafiltration membrane to intercept the pollutants deposited on the membrane surface and reduce the direct contact between the pollutants and the membrane. The solid-liquid separation of pre-coating film ultrafiltration backwash water is carried out through the coating material sedimentation tank, and the coating film material is recycled in the pre-coating film material dosing device and reused in the pre-coating film ultrafiltration system, which can be effectively recovered Coating materials can realize resource utilization of backwash water and reduce operating costs.
本预涂膜法超滤反洗频率低,可提高超滤膜的产水率;并能形成松散、孔隙较大的滤饼层,相对疏松,可吸附部分有机物和无机盐,且易被反冲洗,有效缓解超滤膜通量的下降速度,延缓膜的污染,强化膜的抗污染能力,膜通量下降速率减缓30%以上,同时提高超滤膜对水质指标的去除效果,COD、TN 和UV254的去除率提高25%以上,后续反渗透膜通量下降速率减缓15%以上。膜反洗水和膜浓水含盐量较高,导电性好,电化学氧化可以在较低的电压下实现较高的电流密度,有助于氧化效率的提高,可有效处理膜反洗水和膜浓水。 The ultrafiltration and backwashing frequency of the pre-coating membrane method is low, which can increase the water production rate of the ultrafiltration membrane; and can form a loose filter cake layer with large pores, which is relatively loose and can absorb some organic matter and inorganic salts, and is easy to be reversed. Flushing can effectively alleviate the decline rate of the flux of the ultrafiltration membrane, delay the pollution of the membrane, strengthen the anti-pollution ability of the membrane, slow down the decline rate of the flux of the membrane by more than 30%, and improve the removal effect of the ultrafiltration membrane on water quality indicators, such as COD and TN The removal rate of UV254 and UV254 is increased by more than 25%, and the rate of subsequent reverse osmosis membrane flux decline is slowed down by more than 15%. Membrane backwash water and membrane concentrated water have high salt content and good conductivity. Electrochemical oxidation can achieve higher current density at a lower voltage, which helps to improve oxidation efficiency and can effectively treat membrane backwash water. And membrane concentrated water.
附图说明 Description of drawings
图1为本发明的工艺流程图; Fig. 1 is a process flow diagram of the present invention;
图2为新鲜超滤膜的SEM图; Fig. 2 is the SEM figure of fresh ultrafiltration membrane;
图3为预涂超滤膜的SEM图。 Figure 3 is the SEM image of the precoated ultrafiltration membrane.
具体实施方式 Detailed ways
下面结合附图对本发明作进一步详细说明。 The present invention will be described in further detail below in conjunction with the accompanying drawings.
本发明一种工业园污水厂尾水预涂膜深度处理及回用的方法的流程如图1所示,其步骤为: The process flow of the method for advanced treatment and reuse of tail water pre-coating film of industrial park sewage plant tail water of the present invention is shown in Figure 1, and its steps are:
首先将二级生化处理后的尾水送入调节池均质,再经过石英砂过滤器,去除废水中较大颗粒的悬浮杂质;预涂膜材料通过加药装置加入,含预涂膜材料溶液和砂滤出水一同通过超滤膜,在超滤膜表面有效形成动态膜,超滤膜浓水回流到调节池,出水进入中间水池;中间水池的部分水定期通过泵对超滤膜进行反冲洗,使预涂膜自动脱落,被反洗水带出,进入到涂膜材料沉淀池,涂膜材料沉淀回用到预涂膜材料加药装置反复利用,沉淀池上清液进入到浓水池;中间水池的水进入到反渗透膜处理,反渗透膜淡水作为园区工艺用水回用,浓水进入到浓水池;浓水池水再经过电化学反应器处理,出水达标排放。 First, the tail water after the secondary biochemical treatment is sent to the regulating tank for homogenization, and then passed through the quartz sand filter to remove the suspended impurities of larger particles in the wastewater; the pre-coating film material is added through the dosing device, containing the pre-coating film material solution The sand filter effluent passes through the ultrafiltration membrane together, and a dynamic membrane is effectively formed on the surface of the ultrafiltration membrane. The concentrated water of the ultrafiltration membrane is returned to the regulating tank, and the effluent enters the intermediate pool; part of the water in the intermediate pool is periodically pumped to backwash the ultrafiltration membrane. , so that the pre-coating film falls off automatically, is taken out by the backwash water, and enters the coating material sedimentation tank, and the coating material is precipitated and reused to the pre-coating material dosing device for repeated use, and the supernatant of the sedimentation tank enters the concentrated water tank; The water in the pool enters the reverse osmosis membrane for treatment, the fresh water of the reverse osmosis membrane is reused as process water in the park, and the concentrated water enters the concentrated water tank; the concentrated water is then treated by the electrochemical reactor, and the effluent is discharged up to the standard.
其中,超滤膜为中空纤维膜,膜组件前设置精密过滤器,过滤精度5~40μm。新鲜超滤膜和预涂超滤膜的结构分别如图2和图3所示。 Among them, the ultrafiltration membrane is a hollow fiber membrane, and a precision filter is installed in front of the membrane module, with a filtration accuracy of 5-40 μm. The structures of the fresh ultrafiltration membrane and the precoated ultrafiltration membrane are shown in Fig. 2 and Fig. 3, respectively.
其中,超滤膜浓水回流,回流比为3%~8%。 Among them, the concentrated water of the ultrafiltration membrane is refluxed, and the reflux ratio is 3% to 8%.
其中,加药装置中,预涂膜材料为沸石粉、硅藻土或活性炭,粒径为400~2000目,加药量为50~400 mg/L。 Among them, in the dosing device, the pre-coating film material is zeolite powder, diatomaceous earth or activated carbon, the particle size is 400-2000 mesh, and the dosing amount is 50-400 mg/L.
其中,超滤膜反洗,反洗频率为每1小时到3小时一次,每次反洗时间为20秒到80秒,反洗流量为超滤进水流量的1.5倍到3.0倍。 Among them, the ultrafiltration membrane is backwashed, the backwashing frequency is once every 1 hour to 3 hours, the backwashing time is 20 seconds to 80 seconds each time, and the backwashing flow rate is 1.5 times to 3.0 times the ultrafiltration water flow rate.
其中,涂膜材料沉淀池分为反应区和沉淀区,反应区内加入聚丙烯酰胺絮凝剂,加药量为0.5~3 mg/L。 Among them, the coating material sedimentation tank is divided into a reaction zone and a precipitation zone, and polyacrylamide flocculant is added in the reaction zone, and the dosing amount is 0.5~3 mg/L.
其中,电化学反应器为二维电极或三维电极电催化反应装置,调节电流密度为5~50mA/cm2,电解停留时间30~90分钟。 Among them, the electrochemical reactor is a two-dimensional electrode or three-dimensional electrode electrocatalytic reaction device, the current density is adjusted to 5-50mA/cm 2 , and the electrolytic residence time is 30-90 minutes.
下面以本发明的方法对某工业园污水处理厂尾水处理的三种情况作为实施例作进一步说明。 In the following, three cases of tail water treatment of a certain industrial park sewage treatment plant by the method of the present invention will be further described as examples.
实施案例1: Implementation case 1:
某工业园污水处理厂尾水,水质特征如下:COD 55 mg/L,TN 17.3 mg/L,UV254 0.232 cm-1,浊度2.6,电导率5610μs/cm。尾水预涂膜深度处理及回用具体工艺流程如图1所示,首先将二级生化处理后的尾水送入调节池均质,再经过石英砂过滤器,去除废水中较大颗粒的悬浮杂质;沸石粉作为预涂膜材料通过加药装置加入,粒径为2000目,加药量为200 mg/L,含预涂膜材料溶液和砂滤出水一同通过超滤膜,超滤膜为中空纤维膜,膜组件前设置过滤精度为10μm的精密过滤器,超滤膜浓水回流到调节池,回流比为5%,出水进入中间水池;中间水池的部分水定期通过泵对超滤膜进行反冲洗,反洗频率为每2小时一次,每次反洗时间为50秒,反洗流量为超滤进水流量的2倍,反洗水进入到涂膜材料沉淀池,在反应区内加入聚丙烯酰胺絮凝剂,加药量为2mg/L,通过沉淀区涂膜材料沉淀后回用到预涂膜材料加药装置反复利用,沉淀池上清液进入到浓水池;中间水池的水进入到反渗透膜处理,反渗透膜淡水作为园区工艺用水回用,浓水进入到浓水池;浓水池水再经过二维电极电化学反应器处理,调节电流密度为20mA/cm2,电解停留时间45分钟,出水达标排放(GB 18918-2002一级B标准)。与不加入预涂膜材料的相同工艺参数下,此预涂膜深度处理及回用方法,使得超滤膜通量下降速率减缓45%,同时提高超滤膜对水质指标的去除效果,COD、TN 和UV254的去除率分别提高33%,30%和31%,后续反渗透膜通量下降速率减缓20%。主要污染物去除效率见表1。 The water quality characteristics of the tail water of a sewage treatment plant in an industrial park are as follows: COD 55 mg/L, TN 17.3 mg/L, UV 254 0.232 cm -1 , turbidity 2.6, conductivity 5610μs/cm. The specific technological process of advanced treatment and reuse of tail water pre-coating film is shown in Figure 1. First, the tail water after secondary biochemical treatment is sent to the adjustment tank for homogenization, and then passes through the quartz sand filter to remove larger particles in the waste water. Suspended impurities; zeolite powder is added as a pre-coating film material through a dosing device, the particle size is 2000 mesh, and the dosing amount is 200 mg/L. The solution containing the pre-coating film material and sand filter water pass through the ultrafiltration membrane together It is a hollow fiber membrane, and a precision filter with a filtration accuracy of 10 μm is installed in front of the membrane module. The concentrated water of the ultrafiltration membrane is returned to the regulating tank with a reflux ratio of 5%, and the effluent enters the intermediate pool; part of the water in the intermediate pool is regularly pumped to the ultrafiltration tank. The membrane is backwashed, the backwashing frequency is once every 2 hours, and the backwashing time is 50 seconds each time. The backwashing flow rate is twice the ultrafiltration water flow rate. Add polyacrylamide flocculant, the dosing amount is 2mg/L, after the coating material in the sedimentation area is precipitated, it is reused in the pre-coating film material dosing device for repeated use, and the supernatant of the sedimentation tank enters the concentrated water tank; the water in the middle tank After entering the reverse osmosis membrane treatment, the fresh water of the reverse osmosis membrane is reused as process water in the park, and the concentrated water enters the concentrated water tank; the concentrated water is then treated by a two-dimensional electrode electrochemical reactor, and the current density is adjusted to 20mA/cm 2 , and the electrolytic retention The time is 45 minutes, and the effluent reaches the discharge standard (GB 18918-2002 Class B standard). Under the same process parameters without the addition of pre-coating film materials, this pre-coating film advanced treatment and reuse method slows down the flux decline rate of the ultrafiltration membrane by 45%, and at the same time improves the removal effect of the ultrafiltration membrane on water quality indicators, such as COD, The removal rates of TN and UV 254 were increased by 33%, 30% and 31% respectively, and the flux decline rate of the subsequent reverse osmosis membrane was slowed down by 20%. The removal efficiency of main pollutants is shown in Table 1.
表1 工艺单元去除效率表 Table 1 Removal efficiency table of process unit
实施案例2: Implementation case 2:
某工业园污水处理厂尾水,水质特征如下:COD 42 mg/L,TN 13.6 mg/L,UV254 0.207 cm-1,浊度1.5,电导率3950μs/cm。尾水预涂膜深度处理及回用具体工艺流程如图1所示,首先将二级生化处理后的尾水送入调节池均质,再经过石英砂过滤器,去除废水中较大颗粒的悬浮杂质;活性炭作为预涂膜材料通过加药装置加入,粒径为500目,加药量为100mg/L,含预涂膜材料溶液和砂滤出水一同通过超滤膜,超滤膜为中空纤维膜,膜组件前设置过滤精度为30μm的精密过滤器,超滤膜浓水回流到调节池,回流比为3%,出水进入中间水池;中间水池的部分水定期通过泵对超滤膜进行反冲洗,反洗频率为每3小时一次,每次反洗时间为30秒,反洗流量为超滤进水流量的1.5倍,反洗水进入到涂膜材料沉淀池,在反应区内加入聚丙烯酰胺絮凝剂,加药量为1mg/L,通过沉淀区涂膜材料沉淀后回用到预涂膜材料加药装置反复利用,沉淀池上清液进入到浓水池;中间水池的水进入到反渗透膜处理,反渗透膜淡水作为园区工艺用水回用,浓水进入到浓水池;浓水池水再经过二维电极电化学反应器处理,调节电流密度为10mA/cm2,电解停留时间30分钟,出水达标排放(GB 18918-2002一级A标准)。与不加入预涂膜材料的相同工艺参数下,此预涂膜深度处理及回用方法,使得超滤膜通量下降速率减缓30%,同时提高超滤膜对水质指标的去除效果,COD、TN 和UV254的去除率分别提高29%,25%和27%,后续反渗透膜通量下降速率减缓15%。主要污染物去除效率见表2。 The water quality characteristics of the tail water of a sewage treatment plant in an industrial park are as follows: COD 42 mg/L, TN 13.6 mg/L, UV 254 0.207 cm -1 , turbidity 1.5, conductivity 3950μs/cm. The specific technological process of advanced treatment and reuse of tail water pre-coating film is shown in Figure 1. First, the tail water after secondary biochemical treatment is sent to the adjustment tank for homogenization, and then passes through the quartz sand filter to remove larger particles in the waste water. Suspended impurities; activated carbon is added through the dosing device as the pre-coating material, the particle size is 500 mesh, and the dosage is 100mg/L. The solution containing the pre-coating material and the sand filter water pass through the ultrafiltration membrane together, and the ultrafiltration membrane is hollow. Fiber membrane, a precision filter with a filtration accuracy of 30 μm is installed in front of the membrane module, the concentrated water of the ultrafiltration membrane is returned to the regulating tank, the reflux ratio is 3%, and the effluent enters the intermediate pool; part of the water in the intermediate pool is regularly pumped through the ultrafiltration membrane. Backwashing, the backwashing frequency is once every 3 hours, each backwashing time is 30 seconds, the backwashing flow rate is 1.5 times the ultrafiltration water flow rate, the backwashing water enters the coating material sedimentation tank, and is added in the reaction area Polyacrylamide flocculant, the dosing amount is 1mg/L. After the coating material in the sedimentation area is precipitated, it is reused in the pre-coating film material dosing device for repeated use. The supernatant of the sedimentation tank enters the concentrated water tank; the water in the middle pool enters the Reverse osmosis membrane treatment, the reverse osmosis membrane fresh water is reused as process water in the park, and the concentrated water enters the concentrated water tank; the concentrated water is treated by a two-dimensional electrode electrochemical reactor, and the current density is adjusted to 10mA/cm 2 , and the electrolytic residence time is 30 Minutes, the effluent reaches the discharge standard (GB 18918-2002 Class A standard). Under the same process parameters without the addition of pre-coating membrane materials, this pre-coating membrane advanced treatment and reuse method slows down the flux decline rate of the ultrafiltration membrane by 30%, and at the same time improves the removal effect of the ultrafiltration membrane on water quality indicators, such as COD, The removal rates of TN and UV 254 were increased by 29%, 25% and 27%, respectively, and the flux decline rate of the subsequent reverse osmosis membrane was slowed down by 15%. The removal efficiency of main pollutants is shown in Table 2.
表2 工艺单元去除效率表 Table 2 Removal efficiency table of process unit
实施案例3: Implementation case 3:
某工业园污水处理厂尾水,水质特征如下:COD 60 mg/L,TN 19.5 mg/L,UV254 0.271 cm-1,浊度3.1,电导率6630μs/cm。尾水预涂膜深度处理及回用具体工艺流程如图1所示,首先将二级生化处理后的尾水送入调节池均质,再经过石英砂过滤器,去除废水中较大颗粒的悬浮杂质;硅藻土作为预涂膜材料通过加药装置加入,粒径为1000目,加药量为400 mg/L,含预涂膜材料溶液和砂滤出水一同通过超滤膜,超滤膜为中空纤维膜,膜组件前设置过滤精度为20μm的精密过滤器,超滤膜浓水回流到调节池,回流比为8%,出水进入中间水池;中间水池的部分水定期通过泵对超滤膜进行反冲洗,反洗频率为每1.5小时一次,每次反洗时间为80秒,反洗流量为超滤进水流量的3倍,反洗水进入到涂膜材料沉淀池,在反应区内加入聚丙烯酰胺絮凝剂,加药量为3mg/L,通过沉淀区涂膜材料沉淀后回用到预涂膜材料加药装置反复利用,沉淀池上清液进入到浓水池;中间水池的水进入到反渗透膜处理,反渗透膜淡水作为园区工艺用水回用,浓水进入到浓水池;浓水池水再经过二维电极电化学反应器处理,调节电流密度为40mA/cm2,电解停留时间60分钟,出水达标排放(GB 18918-2002一级B标准)。与不加入预涂膜材料的相同工艺参数下,此预涂膜深度处理及回用方法,使得超滤膜通量下降速率减缓35%,同时提高超滤膜对水质指标的去除效果,COD、TN 和UV254的去除率分别提高27%,25%和26%,后续反渗透膜通量下降速率减缓15%。主要污染物去除效率见表3。 The water quality characteristics of the tail water of a sewage treatment plant in an industrial park are as follows: COD 60 mg/L, TN 19.5 mg/L, UV 254 0.271 cm -1 , turbidity 3.1, conductivity 6630μs/cm. The specific technological process of advanced treatment and reuse of tail water pre-coating film is shown in Figure 1. First, the tail water after secondary biochemical treatment is sent to the adjustment tank for homogenization, and then passes through the quartz sand filter to remove larger particles in the waste water. Suspended impurities; diatomaceous earth is added as a pre-coating film material through a dosing device, the particle size is 1000 mesh, and the dosing amount is 400 mg/L. The membrane is a hollow fiber membrane, and a precision filter with a filtration accuracy of 20 μm is installed in front of the membrane module. The filter membrane is backwashed. The backwashing frequency is once every 1.5 hours. The backwashing time is 80 seconds. Add polyacrylamide flocculant in the area, the dosing amount is 3mg/L, after the coating material in the sedimentation area is precipitated, it is reused to the pre-coating film material dosing device for repeated use, and the supernatant of the sedimentation tank enters the thick water tank; The water enters the reverse osmosis membrane for treatment, the fresh water of the reverse osmosis membrane is reused as process water in the park, and the concentrated water enters the concentrated water tank; the concentrated water is then treated by a two-dimensional electrode electrochemical reactor, and the current density is adjusted to 40mA/cm 2 , electrolyzed The residence time is 60 minutes, and the effluent is discharged up to the standard (GB 18918-2002 Class B standard). Under the same process parameters without the addition of pre-coating film materials, this pre-coating film advanced treatment and reuse method slows down the flux decline rate of the ultrafiltration membrane by 35%, and at the same time improves the removal effect of the ultrafiltration membrane on water quality indicators, such as COD, The removal rates of TN and UV 254 were increased by 27%, 25% and 26% respectively, and the flux decline rate of the subsequent reverse osmosis membrane was slowed down by 15%. The removal efficiency of main pollutants is shown in Table 3.
表3 工艺单元去除效率表 Table 3 Process unit removal efficiency table
综上可见,本预涂膜法超滤反洗频率低,可提高超滤膜的产水率;并能形成松散、孔隙较大的滤饼层,有效缓解膜通量的下降速度,强化膜的抗污染能力,同时提高膜对水质指标的去除效果。 In summary, the ultrafiltration and backwashing frequency of the pre-coating membrane method is low, which can increase the water production rate of the ultrafiltration membrane; and can form a loose and porous filter cake layer, which can effectively alleviate the decline rate of the membrane flux and strengthen the membrane. The anti-pollution ability of the membrane improves the removal effect of the water quality index at the same time.
以上所述仅为本发明的较佳实施例而已,并不用以限制本发明。凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。 The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.
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