CN103466819B - Ultrafiltration and powdered activated carbon adsorption combined purification device for removing trace organic matters from drinking water - Google Patents
Ultrafiltration and powdered activated carbon adsorption combined purification device for removing trace organic matters from drinking water Download PDFInfo
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Abstract
本发明提供了一种去除饮用水中微量有机物的超滤-粉末活性炭吸附组合净化装置,包括活性炭吸附反应器(1)、超滤膜池(2)、水泵(3)、回流管(4)、回流泵(5)、活性炭投加装置(6);所述活性炭吸附反应器(1)为分格式反应器,其出水口与超滤膜池(2)的进水口连接;所述超滤膜池(2)内设有超滤膜组件(7);所述水泵(3)设于超滤膜池(2)的出水管上;所述回流管(4)一端与超滤膜池(2)连接、另一端与活性炭吸附反应器(1)的进水管连接;所述回流泵(5)设于回流管(4)上;所述活性炭投加装置(6)设于超滤膜池(2)顶部。还提供了利用上述装置去除饮用水中微量有机物的方法。该组合净化装置工艺简单、使用方便、成本低廉、净化效果好、基本无需维护工作、使用成本低。
The invention provides an ultrafiltration-powder activated carbon adsorption combined purification device for removing trace organic matter in drinking water, comprising an activated carbon adsorption reactor (1), an ultrafiltration membrane pool (2), a water pump (3), and a return pipe (4) , a reflux pump (5), an activated carbon dosing device (6); the activated carbon adsorption reactor (1) is a grid reactor, and its water outlet is connected to the water inlet of the ultrafiltration membrane pool (2); the ultrafiltration The membrane pool (2) is equipped with an ultrafiltration membrane module (7); the water pump (3) is installed on the outlet pipe of the ultrafiltration membrane pool (2); one end of the return pipe (4) is connected to the ultrafiltration membrane pool ( 2) Connect, the other end is connected to the inlet pipe of the activated carbon adsorption reactor (1); the return pump (5) is installed on the return pipe (4); the activated carbon dosing device (6) is installed in the ultrafiltration membrane pool (2) TOP. Also provided is a method for removing trace organic matter in drinking water by using the device. The combined purification device has the advantages of simple process, convenient use, low cost, good purification effect, basically no maintenance work, and low use cost.
Description
技术领域technical field
本发明属于水处理领域,特别涉及一种去除饮用水中微量有机物的超滤-粉末活性炭吸附组合净方法。The invention belongs to the field of water treatment, in particular to an ultrafiltration-powder activated carbon adsorption combined cleaning method for removing trace organic matter in drinking water.
背景技术Background technique
有机污染特别是微量有机物的污染是目前我国部分城市饮用水源所必须面对的问题之一,有机污染物除腐殖酸等天然有机物外,还包括内分泌干扰物、持久性有机污染物(POPs)、多环芳烃、多氯联苯、藻类代谢产物、药物与个人护理品(PPCPs)等。有机污染物特别是微量有机污染物会严重影响饮用水的水质安全,因此如何经济、高效、安全的去除原水中的有机污染物是目前饮用水处理领域关注的热点。目前水厂实际生产中多通过采用强化常规处理以及增设预处理、深度处理等方式来改善有机物的去除效果,其中深度处理以臭氧-生物、超滤组合工艺为两种最主要的应用形式。Organic pollution, especially the pollution of trace organic matter, is one of the problems that some urban drinking water sources in my country must face at present. In addition to humic acid and other natural organic matter, organic pollutants also include endocrine disruptors, persistent organic pollutants (POPs ), polycyclic aromatic hydrocarbons, polychlorinated biphenyls, algae metabolites, pharmaceuticals and personal care products (PPCPs), etc. Organic pollutants, especially trace organic pollutants, will seriously affect the safety of drinking water quality. Therefore, how to remove organic pollutants in raw water economically, efficiently and safely is a hot spot in the field of drinking water treatment. At present, in the actual production of water plants, the removal effect of organic matter is improved by means of enhanced conventional treatment, additional pretreatment, and advanced treatment, among which advanced treatment uses ozone-biological and ultrafiltration combined processes as the two most important application forms.
超滤组合工艺以超滤膜过滤为主,复合预氧化、活性炭吸附、磁性离子交换树脂预处理等对有机物具有较好去除效果的工艺,且以活性炭最为常用。超滤过滤与活性炭吸附的组合一般采用在原水中投加粉末活性炭,而超滤用于沉淀或者过滤工艺后来进行最终的处理。此种组合形式虽然可以在一定程度上强化有机物的去除效果,但粉末活性炭为单次使用,其吸附容量利用率非常低,由此带来的是使用费用较高,大部分水厂难以承受其成本;浸没式超滤膜的出现可以更大程度的利用粉末活性炭的吸附容量,多通过在膜池内投加,但整个处理过程为典型的完全混合状态,缺乏基本的浓度驱动能力,致使处理效率相对较低,其应用效果与粉末活性炭使用量直接相关,仍不能满足水厂的应用要求;针对部分水体氨氮含量较高的特点,超滤与粉状生物活性炭工艺的组合使用可在一定程度上改善氨氮的去除效果,但对有机物尤其是微量有机物的去除效果难以满足要求,此外还存在微生物及其代谢产物的风险。因此,迫切需要一种能够有效去除水中微量有机物的新型超滤-粉末活性炭吸附组合工艺形式,以达到经济、高效地去除水中微量有机物的目的。The ultrafiltration combined process is mainly based on ultrafiltration membrane filtration, composite pre-oxidation, activated carbon adsorption, magnetic ion exchange resin pretreatment and other processes that have a good removal effect on organic matter, and activated carbon is the most commonly used. The combination of ultrafiltration filtration and activated carbon adsorption is generally used to add powdered activated carbon to the raw water, while ultrafiltration is used for sedimentation or final treatment after the filtration process. Although this combination can strengthen the removal effect of organic matter to a certain extent, the powdered activated carbon is used for a single time, and its utilization rate of adsorption capacity is very low, which brings about high cost of use, and most water plants cannot afford it. Cost; the emergence of submerged ultrafiltration membranes can make greater use of the adsorption capacity of powdered activated carbon, mostly by dosing in the membrane pool, but the entire treatment process is a typical complete mixing state, lacking the basic concentration driving ability, resulting in treatment efficiency Relatively low, its application effect is directly related to the amount of powdered activated carbon used, and still cannot meet the application requirements of water plants; in view of the characteristics of high ammonia nitrogen content in some water bodies, the combined use of ultrafiltration and powdered biological activated carbon technology can be used to a certain extent The removal effect of ammonia nitrogen is improved, but the removal effect of organic matter, especially trace organic matter, is difficult to meet the requirements, and there is also the risk of microorganisms and their metabolites. Therefore, there is an urgent need for a new ultrafiltration-powder activated carbon adsorption combined process form that can effectively remove trace organic matter in water, so as to achieve the purpose of economically and efficiently removing trace organic matter in water.
发明内容Contents of the invention
发明目的:为了克服现有超滤组合工艺对水中微量有机物去除效果相对较差、处理成本相对较高的缺陷,本发明的第一目的是提供一种去除饮用水中微量有机物的超滤-粉末活性炭吸附组合净化装置,本发明的第二目的是提供利用上述组合净化装置去除饮用水中微量有机物的超滤-粉末活性炭吸附组合净化方法。Purpose of the invention: In order to overcome the defects that the existing ultrafiltration combined process has a relatively poor removal effect on trace organic matter in water and relatively high processing costs, the first purpose of the present invention is to provide an ultrafiltration-powder for removing trace organic matter in drinking water Activated carbon adsorption combined purification device, the second object of the present invention is to provide an ultrafiltration-powder activated carbon adsorption combined purification method using the above combined purification device to remove trace organic matter in drinking water.
技术方案:本发明提供的一种去除饮用水中微量有机物的超滤-粉末活性炭吸附组合净化装置,包括活性炭吸附反应器(1)、超滤膜池(2)、水泵(3)、回流管(4)、回流泵(5)、活性炭投加装置(6);所述活性炭吸附反应器(1)为分格式反应器,且分格数为2个以上,其出水口与超滤膜池(2)的进水口连接;所述超滤膜池(2)内设有超滤膜组件(7);所述水泵(3)设于超滤膜池(2)的出水管上;所述回流管(4)一端与超滤膜池(2)连接、另一端与活性炭吸附反应器(1)的进水管连接;所述回流泵(5)设于回流管(4)上;所述活性炭投加装置(6)设于超滤膜池(2)顶部。Technical solution: The invention provides an ultrafiltration-powder activated carbon adsorption combined purification device for removing trace organic matter in drinking water, including an activated carbon adsorption reactor (1), an ultrafiltration membrane pool (2), a water pump (3), and a return pipe (4), reflux pump (5), activated carbon dosing device (6); the activated carbon adsorption reactor (1) is a grid reactor, and the number of grids is more than 2, and its water outlet is connected to the ultrafiltration membrane pool The water inlet of (2) is connected; the ultrafiltration membrane pool (2) is equipped with an ultrafiltration membrane module (7); the water pump (3) is arranged on the outlet pipe of the ultrafiltration membrane pool (2); One end of the return pipe (4) is connected to the ultrafiltration membrane pool (2), and the other end is connected to the water inlet pipe of the activated carbon adsorption reactor (1); the return pump (5) is arranged on the return pipe (4); the activated carbon The dosing device (6) is set on the top of the ultrafiltration membrane pool (2).
作为优选,所述活性炭吸附反应器(1)的各分格内水流均采用上向流运行方式,各分格沿反应器长度方向的尺寸在5m以下,长宽比为(1-2):1,各分格内有效水深在3m以上。As a preference, the water flow in each compartment of the activated carbon adsorption reactor (1) adopts an upward flow operation mode, and the size of each compartment along the length direction of the reactor is below 5m, and the aspect ratio is (1-2): 1. The effective water depth in each grid is above 3m.
作为另一种优选,所述活性炭吸附反应器(1)的相邻分格之间设有整流槽(8),整流槽(8)内水流速度控制在1m/s以上。As another preference, rectification tanks (8) are provided between adjacent compartments of the activated carbon adsorption reactor (1), and the water flow velocity in the rectification tanks (8) is controlled to be above 1m/s.
作为另一种优选,所述活性炭吸附反应器(1)的分格内设置依次连接的水平轴式搅拌装置(9)、离合器(10)和驱动电机(11)。As another preference, a horizontal shaft stirring device (9), a clutch (10) and a driving motor (11) connected in sequence are arranged in the cells of the activated carbon adsorption reactor (1).
作为另一种优选,所述活性炭吸附反应器(1)的各分格底部设有倾斜底板(12),其坡度在5%以上。As another preference, the bottom of each compartment of the activated carbon adsorption reactor (1) is provided with an inclined bottom plate (12), the slope of which is above 5%.
作为另一种优选,所述超滤膜池(2)底部设有曝气装置(13),所述曝气装置(13)设于超滤膜组件(7)下方;所述曝气装置(13)为穿孔板,其孔径为2-5mm。As another preference, an aeration device (13) is provided at the bottom of the ultrafiltration membrane pool (2), and the aeration device (13) is arranged below the ultrafiltration membrane module (7); the aeration device ( 13) is a perforated plate with a hole diameter of 2-5mm.
作为另一种优选,所述超滤膜池(2)内的超滤膜组件(7)为帘式超滤膜组件。As another preference, the ultrafiltration membrane module (7) in the ultrafiltration membrane pool (2) is a curtain ultrafiltration membrane module.
本发明提供还提供了一种去除饮用水中微量有机物的超滤-粉末活性炭吸附组合净化方法,包括以下步骤:The present invention also provides an ultrafiltration-powder activated carbon adsorption combined purification method for removing trace organic matter in drinking water, comprising the following steps:
(1)将待处理水通入组合净化装置内;通过活性炭投加装置连续将粉末活性炭投入超滤膜池内,使粉末活性炭与待处理水在超滤膜池内混合;同时,利用水泵抽吸,使超滤膜池内的水通过超滤膜滤出;通过调节进水量和出水量控制超滤膜池内粉末活性炭浓度至200-800mg/L;(1) Pass the water to be treated into the combined purification device; continuously put the powdered activated carbon into the ultrafiltration membrane pool through the activated carbon dosing device, so that the powdered activated carbon and the water to be treated are mixed in the ultrafiltration membrane pool; at the same time, use the water pump to pump, The water in the ultrafiltration membrane pool is filtered out through the ultrafiltration membrane; the concentration of powdered activated carbon in the ultrafiltration membrane pool is controlled to 200-800mg/L by adjusting the water inflow and outflow;
(2)利用回流泵抽吸,使超滤膜池内混有粉末活性炭的水回流至活性炭吸附反应器中与进水混合进行吸附反应;(2) Use the reflux pump to draw back the water mixed with powdered activated carbon in the ultrafiltration membrane pool to the activated carbon adsorption reactor to mix with the influent water for adsorption reaction;
(3)按步骤(1)和(2)连续运行,至反冲洗周期后进行反冲洗,同时排出部分活性炭;(3) Run continuously according to steps (1) and (2), and perform backwashing after the backwashing cycle, and discharge part of the activated carbon at the same time;
(4)按上述步骤连续运行,即可实现饮用水中微量有机物的去除。(4) Continuous operation according to the above steps can realize the removal of trace organic matter in drinking water.
步骤(1)中,粉末活性炭选自煤质炭和椰壳炭中的一种或两种,其粒径为200-320目,粉末活性炭投加量为1-5mg/L待处理水。In step (1), the powdered activated carbon is selected from one or both of coal-based carbon and coconut shell carbon, the particle size of which is 200-320 mesh, and the dosage of powdered activated carbon is 1-5 mg/L of water to be treated.
步骤(1)中,超滤膜池内水力停留时间为15-30min。In step (1), the hydraulic retention time in the ultrafiltration membrane pool is 15-30 minutes.
步骤(1)中,超滤膜膜通量控制在30L/m2h以下,优选10-30L/m2h。In step (1), the membrane flux of the ultrafiltration membrane is controlled below 30 L/m 2 h, preferably 10-30 L/m 2 h.
步骤(2)中,粉末活性炭回流比为5-30%。In step (2), the reflux ratio of the powdered activated carbon is 5-30%.
步骤(2)中,活性炭吸附反应器中水力停留时间为10-20min。In step (2), the hydraulic retention time in the activated carbon adsorption reactor is 10-20 minutes.
步骤(3)中,反冲洗周期为50-70min。In step (3), the backwash cycle is 50-70min.
步骤(3)中,控制粉末活性炭在超滤膜池内停留时间在24h以内,排出活性炭炭量为步骤(1)和(2)运行周期内添加的活性炭炭量。In step (3), the residence time of powdered activated carbon in the ultrafiltration membrane pool is controlled within 24 hours, and the amount of activated carbon discharged is the amount of activated carbon added during the operation cycle of steps (1) and (2).
有益效果:本发明提供的超滤-粉末活性炭吸附组合净化装置工艺简单、使用方便、成本低廉、净化效果好、基本无需维护工作、使用成本低。Beneficial effects: the ultrafiltration-powder activated carbon adsorption combined purification device provided by the present invention has the advantages of simple process, convenient use, low cost, good purification effect, basically no maintenance work, and low use cost.
本发明提供的组合净化方法通过粉末活性炭的投加、膜池内粉末活性炭的回流、回流粉末活性炭对水中微量有机物的吸附、超滤膜的截留,能够有效除去饮用水中微量有机物的超滤-粉末活性炭吸附。The combined purification method provided by the present invention can effectively remove trace organic matter in drinking water through the addition of powdered activated carbon, reflux of powdered activated carbon in the membrane pool, adsorption of refluxed powdered activated carbon to trace organic matter in water, and interception of ultrafiltration membrane. Activated carbon adsorption.
该方法通过膜池内活性炭浓度增加来改善出水中微量有机物的去除效果,通过活性炭回流至活性炭吸附反应器充分利用初始浓度对活性炭吸附速度的驱动作用。该组合净化方法具有工艺简单、使用方便、成本低廉、净化效果好、基本无需维护工作、使用成本低。In this method, the removal effect of trace organic matter in the effluent water is improved by increasing the concentration of activated carbon in the membrane pool, and the driving effect of the initial concentration on the adsorption speed of activated carbon is fully utilized by returning the activated carbon to the activated carbon adsorption reactor. The combined purification method has the advantages of simple process, convenient use, low cost, good purification effect, basically no maintenance work, and low use cost.
具体的说,本发明相对于现有技术,具有以下特点及优势:Specifically, compared with the prior art, the present invention has the following characteristics and advantages:
(1)本发明将粉末活性炭投料口设于超滤膜池,能够使新鲜投入的粉末活性炭直接投入超滤膜池内,显著强化膜池内微量有机物的去除效果,确保出水中微量有机物的绝对含量相对较低,保证出水水质安全;同时,由于将新鲜投入的粉末活性炭直接投入超滤膜池内,因此可大大降低粉末活性炭的投加量,其投加量介于1-5mg/L,显著低于一般粉末活性炭的使用量(10-50mg/L),大大降低了饮用水的处理成本。(1) In the present invention, the feeding port of powdered activated carbon is set in the ultrafiltration membrane pool, so that the fresh powdered activated carbon can be directly put into the ultrafiltration membrane pool, which can significantly strengthen the removal effect of trace organic matter in the membrane pool, and ensure that the absolute content of trace organic matter in the effluent is relatively low. Low, to ensure the safety of effluent water quality; at the same time, since the fresh powdered activated carbon is directly put into the ultrafiltration membrane pool, the dosage of powdered activated carbon can be greatly reduced, and the dosage is between 1-5mg/L, which is significantly lower than The general usage of powdered activated carbon (10-50mg/L) greatly reduces the treatment cost of drinking water.
(2)本发明中设置了超滤膜池内粉末活性炭的回流装置,从而将超滤膜池内的粉末活性炭回流至粉末活性炭反应器进口;由于反应器进口处有机物含量相对较高,从而具有较高的浓度驱动力,可以强化微量有机物的去除效果和程度;回流的粉末活性炭与进水混合后,由于回流的粉末活性炭含量较高,反应器内的活性炭浓度可达到30-50mg/L以上,可弥补活性炭吸附反应器中粉末活性炭为已使用、吸附能力差的问题,亦可达到较高的去除有机污染物的效果。(2) In the present invention, a reflux device for powdered activated carbon in the ultrafiltration membrane pool is set, so that the powdered activated carbon in the ultrafiltration membrane pool is refluxed to the inlet of the powdered activated carbon reactor; because the organic content at the reactor inlet is relatively high, it has a higher The concentration driving force can strengthen the removal effect and degree of trace organic matter; after the refluxing powdered activated carbon is mixed with influent water, the concentration of activated carbon in the reactor can reach 30-50mg/L or more due to the high content of the refluxing powdered activated carbon, which can It makes up for the problem that the powdered activated carbon in the activated carbon adsorption reactor is used and has poor adsorption capacity, and can also achieve a higher effect of removing organic pollutants.
(3)本发明通过废弃粉末活性炭的排放及超滤膜反冲洗,控制粉末活性炭在膜池内的停留时间在24h以内,从而避免活性炭颗粒上微生物的滋生,避免了生物粉末活性炭的形成,从而确保微量有机物的去除效果;(3) The present invention controls the residence time of powdered activated carbon in the membrane tank within 24 hours through the discharge of waste powdered activated carbon and backwashing of the ultrafiltration membrane, thereby avoiding the growth of microorganisms on the activated carbon particles and the formation of biological powdered activated carbon, thereby ensuring The removal effect of trace organic matter;
(4)粉末活性炭颗粒粒径优选为200-320目,既可有效保障微量有机物的去除效果,同时又可减轻粉末活性炭颗粒对超滤膜的污染。(4) The particle size of powdered activated carbon is preferably 200-320 mesh, which can effectively ensure the removal effect of trace organic matter, and at the same time reduce the pollution of powdered activated carbon particles to the ultrafiltration membrane.
(5)本发明通过设置分格式的吸附反应器可强化微量有机物的吸附去除效果。(5) The present invention can enhance the effect of adsorption and removal of trace organic matter by setting up the adsorption reactor in a lattice format.
(6)本发明通过在活性炭吸附反应器(1)的分格内设置依次连接的水平轴式搅拌装置(9)、离合器(10)和驱动电机(11),通常情况下依靠水流的上升作用使搅拌装置旋转,同时水流、粉末活性炭与搅拌装置的叶片之间的相互碰撞,大大强化粉末活性炭颗粒与水中微量有机物的接触几率,改善去除效果;同时,还能够减少搅拌装置的动力消耗。(6) The present invention arranges sequentially connected horizontal shaft stirring device (9), clutch (10) and drive motor (11) in the compartment of the activated carbon adsorption reactor (1), usually relying on the rising effect of water flow The stirring device is rotated, and the water flow, powdered activated carbon and the blades of the stirring device collide with each other, which greatly enhances the contact probability between the powdered activated carbon particles and the trace organic matter in the water, and improves the removal effect; at the same time, it can also reduce the power consumption of the stirring device.
(7)本发明设置整流槽能够改变水流方向,同时由于整流槽中水流速度较高可进一步强化粉末活性炭在水中的分散程度,进一步改善有机物的去除效果。(7) The rectification tank provided in the present invention can change the direction of water flow, and at the same time, due to the high water flow velocity in the rectification tank, the degree of dispersion of powdered activated carbon in water can be further enhanced, and the removal effect of organic matter can be further improved.
(8)活性炭吸附反应器底部设置一定的坡度,可以有效避免粉末活性炭颗粒在反应器底部沉积,提升活性炭的吸附效率。(8) A certain slope is set at the bottom of the activated carbon adsorption reactor, which can effectively avoid the deposition of powdered activated carbon particles at the bottom of the reactor and improve the adsorption efficiency of activated carbon.
附图说明Description of drawings
图1为本发明去除饮用水中微量有机物的超滤-粉末活性炭吸附组合净化装置的结构示意图。Figure 1 is a schematic structural view of the ultrafiltration-powder activated carbon adsorption combined purification device for removing trace organic matter in drinking water according to the present invention.
图2为本发明去除饮用水中微量有机物的超滤-粉末活性炭吸附组合净化方法流程图。Fig. 2 is a flow chart of the ultrafiltration-powder activated carbon adsorption combined purification method for removing trace organic matter in drinking water according to the present invention.
具体实施方式Detailed ways
下面结合附图对本发明做出进一步说明。The present invention will be further described below in conjunction with the accompanying drawings.
去除饮用水中微量有机物的超滤-粉末活性炭吸附组合净化装置,见图1,包括活性炭吸附反应器1、超滤膜池2、水泵3、回流管4、回流泵5、活性炭投加装置6。Ultrafiltration-powder activated carbon adsorption combined purification device for removing trace organic matter in drinking water, see Figure 1, including activated carbon adsorption reactor 1, ultrafiltration membrane pool 2, water pump 3, return pipe 4, return pump 5, and activated carbon dosing device 6 .
活性炭吸附反应器1为分格式反应器,其出水口与超滤膜池2的进水口连接;本发明中,活性炭吸附反应器1的分格数为3个,各分格内水流均采用上向流运行方式,各分格沿反应器长度方向的尺寸为5m,长宽比为2:1,各分格内有效水深在3m;可选地,其参数也可以根据需要合理设置,优选地,活性炭吸附反应器1的分格数为2个以上,各分格沿反应器长度方向的尺寸在5m以下,长宽比为1-2:1,各分格内有效水深在3m以上,均可以达到较好的效果。活性炭吸附反应器1的相邻分格之间设有整流槽8;活性炭吸附反应器1的分格内设置依次连接的水平轴式搅拌装置9、离合器10和驱动电机11。活性炭吸附反应器1的各分格底部设有倾斜底板12,其坡度为5%,可选地,其坡度也可以在5%以上任意选择。Activated carbon adsorption reactor 1 is a lattice reactor, and its water outlet is connected with the water inlet of ultrafiltration membrane pool 2; Direct flow operation mode, the size of each grid along the length of the reactor is 5m, the aspect ratio is 2:1, and the effective water depth in each grid is 3m; optionally, its parameters can also be set reasonably according to needs, preferably , the activated carbon adsorption reactor 1 has more than 2 compartments, the size of each compartment along the length direction of the reactor is less than 5m, the aspect ratio is 1-2:1, and the effective water depth in each compartment is above 3m. Can achieve better results. A rectification tank 8 is provided between adjacent compartments of the activated carbon adsorption reactor 1; a horizontal shaft stirring device 9, a clutch 10 and a drive motor 11 are arranged in sequence in the compartments of the activated carbon adsorption reactor 1. The bottom of each compartment of the activated carbon adsorption reactor 1 is provided with an inclined bottom plate 12 with a slope of 5%. Optionally, the slope can be arbitrarily selected above 5%.
超滤膜池2内设有超滤膜组件7,超滤膜组件7为帘式超滤膜组件;水泵3设于超滤膜池2的出水管上;超滤膜池2顶部设有活性炭投加装置6;超滤膜池2底部设有曝气装置13,曝气装置13设于超滤膜组件7下方;曝气装置13为穿孔板,其孔径为2-5mm。超滤膜池2上还连接有反冲洗管7,反冲洗水泵8设于反冲洗管7上。The ultrafiltration membrane pool 2 is provided with an ultrafiltration membrane module 7, and the ultrafiltration membrane module 7 is a curtain ultrafiltration membrane module; the water pump 3 is arranged on the outlet pipe of the ultrafiltration membrane pool 2; the top of the ultrafiltration membrane pool 2 is provided with activated carbon Dosing device 6; an aeration device 13 is provided at the bottom of the ultrafiltration membrane pool 2, and the aeration device 13 is arranged below the ultrafiltration membrane module 7; the aeration device 13 is a perforated plate with a pore size of 2-5mm. A backwash pipe 7 is also connected to the ultrafiltration membrane tank 2 , and a backwash water pump 8 is arranged on the backwash pipe 7 .
回流管4一端与超滤膜池2连接、另一端与活性炭吸附反应器1的进水管连接;回流泵5设于回流管4上。One end of the return pipe 4 is connected to the ultrafiltration membrane tank 2 , and the other end is connected to the water inlet pipe of the activated carbon adsorption reactor 1 ; the return pump 5 is arranged on the return pipe 4 .
为验证发明所涉及方法的有效性,针对长江水源水,经过混凝、沉淀处理后,添加阿特拉津配制成上述方法所用待处理水,其中原水阿特拉津浓度为100μg/L。In order to verify the effectiveness of the method involved in the invention, after coagulation and sedimentation treatment, atrazine was added to prepare the untreated water used in the above method for the source water of the Yangtze River, wherein the concentration of atrazine in the raw water was 100 μg/L.
利用上述组合净化装置去除饮用水中微量有机物,包括以下步骤:Utilizing the above combined purification device to remove trace organic matter in drinking water includes the following steps:
(1)将待处理水通入组合净化装置内;通过活性炭投加装置6连续将粉末活性炭投入超滤膜池2内,使粉末活性炭与待处理水在超滤膜池2内混合;同时,利用水泵3抽吸,使超滤膜池内的水通过超滤膜组件7滤出;通过调节进水量和出水量控制超滤膜池2内粉末活性炭浓度至200-800mg/L;(1) Pass the water to be treated into the combined purification device; continuously put the powdered activated carbon into the ultrafiltration membrane pool 2 through the activated carbon dosing device 6, so that the powdered activated carbon and the water to be treated are mixed in the ultrafiltration membrane pool 2; at the same time, Utilize the water pump 3 to pump the water in the ultrafiltration membrane pool to filter out through the ultrafiltration membrane module 7; control the concentration of powdered activated carbon in the ultrafiltration membrane pool 2 to 200-800mg/L by adjusting the water inflow and outflow;
(2)利用回流泵5抽吸,使超滤膜池2内混有粉末活性炭的水回流至活性炭吸附反应器1中与进水混合进行吸附反应;整流槽8内水流速度控制在1m/s以上;(2) Use the reflux pump 5 to pump the water mixed with powdered activated carbon in the ultrafiltration membrane tank 2 to return to the activated carbon adsorption reactor 1 to mix with the influent water for adsorption reaction; the water flow velocity in the rectification tank 8 is controlled at 1m/s above;
(3)按步骤(1)和(2)连续运行,至反冲洗周期50-70min后进行反冲洗,同时排出部分活性炭,控制粉末活性炭在超滤膜池2内停留时间在24h以内,排出活性炭炭量为步骤(1)和(2)运行周期内添加的活性炭炭量;(3) Run continuously according to steps (1) and (2), and perform backwashing after the backwashing period is 50-70 minutes, and discharge part of the activated carbon at the same time, control the residence time of the powdered activated carbon in the ultrafiltration membrane pool 2 within 24 hours, and discharge the activated carbon The amount of carbon is the amount of activated carbon carbon added during the operation cycle of steps (1) and (2);
(4)按上述步骤连续运行,即可实现饮用水中微量有机物的去除。(4) Continuous operation according to the above steps can realize the removal of trace organic matter in drinking water.
同时进行四次平行实验,结果如下:Four parallel experiments were carried out at the same time, and the results are as follows:
实验1:工艺参数:粉末活性炭为粒径200目的煤质炭,投加量为5mg/L待处理水;超滤膜池内水力停留时间控制在30min,粉末活性炭浓度控制在200mg/L,超滤膜通量控制在30L/m2h以下;粉末活性炭回流比为30%;活性炭吸附反应器内水力停留时间控制在20min。结果:稳定运行2个月,出水中阿特拉津浓度稳定在1.5-2.0μg/L。Experiment 1: Process parameters: powdered activated carbon is coal-based carbon with a particle size of 200 mesh, and the dosage is 5mg/L of water to be treated; the hydraulic retention time in the ultrafiltration membrane pool is controlled at 30min, and the concentration of powdered activated carbon is controlled at 200mg/L. The membrane flux is controlled below 30L/m 2 h; the reflux ratio of powdered activated carbon is 30%; the hydraulic retention time in the activated carbon adsorption reactor is controlled at 20min. Results: After 2 months of stable operation, the concentration of atrazine in the effluent was stable at 1.5-2.0 μg/L.
实验2:工艺参数:粉末活性炭为粒径200目的椰壳炭,投加量为3mg/L待处理水;超滤膜池内水力停留时间控制在30min,粉末活性炭浓度控制在500mg/L,超滤膜通量控制在30L/m2h以下;粉末活性炭回流比为10%;活性炭吸附反应器内水力停留时间控制在20min。结果:稳定运行2个月,出水中阿特拉津浓度稳定在1.5-1.8μg/L。Experiment 2: Process parameters: Powdered activated carbon is coconut shell carbon with a particle size of 200 mesh, and the dosage is 3mg/L of water to be treated; the hydraulic retention time in the ultrafiltration membrane pool is controlled at 30min, and the concentration of powdered activated carbon is controlled at 500mg/L. The membrane flux is controlled below 30L/m 2 h; the reflux ratio of powdered activated carbon is 10%; the hydraulic retention time in the activated carbon adsorption reactor is controlled at 20min. Results: After 2 months of stable operation, the concentration of atrazine in the effluent was stable at 1.5-1.8 μg/L.
实验3:工艺参数:粉末活性炭为粒径320目的椰壳炭和320目的煤质炭的混合物,投加量为3mg/L待处理水;超滤膜池内水力停留时间控制在30min,粉末活性炭浓度控制在800mg/L,超滤膜通量控制在30L/m2h以下;粉末活性炭回流比为5%;活性炭吸附反应器内水力停留时间控制在20min。结果:稳定运行2个月,出水中阿特拉津浓度稳定在1.5-1.6μg/L。Experiment 3: Process parameters: powdered activated carbon is a mixture of coconut shell carbon with a particle size of 320 mesh and coal-based carbon with a particle size of 320 mesh, and the dosage is 3mg/L of water to be treated; Controlled at 800mg/L, the ultrafiltration membrane flux is controlled below 30L/m 2 h; the reflux ratio of powdered activated carbon is 5%; the hydraulic retention time in the activated carbon adsorption reactor is controlled at 20min. Results: After 2 months of stable operation, the concentration of atrazine in the effluent was stable at 1.5-1.6 μg/L.
实验4:工艺参数:粉末活性炭为粒径320目的椰壳炭,投加量为1mg/L待处理水;超滤膜池内水力停留时间控制在15min,粉末活性炭浓度控制在400mg/L,超滤膜通量控制在10L/m2h;粉末活性炭回流比为20%;活性炭吸附反应器内水力停留时间控制在10min。结果:稳定运行2个月,出水中阿特拉津浓度稳定在1.5-1.7μg/L。Experiment 4: Process parameters: powdered activated carbon is coconut shell carbon with a particle size of 320 mesh, and the dosage is 1mg/L of water to be treated; the hydraulic retention time in the ultrafiltration membrane pool is controlled at 15min, and the concentration of powdered activated carbon is controlled at 400mg/L. The membrane flux is controlled at 10L/m 2 h; the reflux ratio of powdered activated carbon is 20%; the hydraulic retention time in the activated carbon adsorption reactor is controlled at 10min. Results: After 2 months of stable operation, the concentration of atrazine in the effluent was stable at 1.5-1.7 μg/L.
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