CN205398327U - Modularization oil -containing sewage treatment system - Google Patents

Modularization oil -containing sewage treatment system Download PDF

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CN205398327U
CN205398327U CN201620205532.3U CN201620205532U CN205398327U CN 205398327 U CN205398327 U CN 205398327U CN 201620205532 U CN201620205532 U CN 201620205532U CN 205398327 U CN205398327 U CN 205398327U
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module
sewage treatment
oil
treatment system
valve
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刘家恒
高景德
杨丽
刘元宝
李涛
方云
安发全
王颖华
符见
夏雨
田顺民
佘文昌
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Sinopec Oilfield Service Corp
Sinopec Henan Petroleum Engineering Design Co Ltd
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Sinopec Oilfield Service Corp
Sinopec Henan Petroleum Engineering Design Co Ltd
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Abstract

本实用新型涉及一种模块化含油污水处理系统,一种含油污水处理系统,包括通过管路顺序连接的预除油模块、沉降模块和过滤模块,含油污水处理系统还包括连接预除油模块和过滤模块的与沉降模块并联设置的第一连接管,第一连接管上设置有第一阀门,预除油模块与沉降模块连接的管路上于第一连接管的进口的下游设置有第二阀门。本实用新型可以根据注水水质的要求选择不同的处理装置进行含油污水处理,节省不必要的污水处理步骤,提高了污水处理的效率。

The utility model relates to a modular oily sewage treatment system, an oily sewage treatment system, comprising a pre-greasing module, a sedimentation module and a filtering module connected sequentially through pipelines, and the oily sewage treatment system also includes connecting the pre-oiling module and the The first connecting pipe of the filtration module and the settling module are arranged in parallel, the first connecting pipe is provided with a first valve, and the pipeline connecting the pre-oil removal module and the settling module is provided with a second valve downstream of the inlet of the first connecting pipe . The utility model can select different treatment devices to treat the oily sewage according to the requirements of the water injection quality, saves unnecessary sewage treatment steps, and improves the efficiency of sewage treatment.

Description

一种模块化含油污水处理系统A modular oily sewage treatment system

技术领域technical field

本实用新型涉及含油污水处理领域,具体涉及一种模块化含油污水处理系统。The utility model relates to the field of oily sewage treatment, in particular to a modular oily sewage treatment system.

背景技术Background technique

目前国内油田大多已进入开发后期,为达到更加有效的再利用含油污水和油田增产,需要在油田边缘进行滚动开发,其中油田注水是指把水注入油层以补充和保持油层压力的措施,处理过含油污水可以用来满足油田注水的需要。在油井中测试需注入层的平均空气渗透率,根据注入层平均空气渗透率的不同得到不同注水水质的要求,然后根据油田生产、环境等因素处理含油污水,使经处理后的含油污水可以回注地层,由于含油污水的水质成分复杂,因此要对水中的悬浮物、油等多项指标进行严格控制,防止其对地层产生伤害。At present, most domestic oilfields have entered the late stage of development. In order to achieve more effective reuse of oily sewage and increase production of oilfields, rolling development at the edge of oilfields is required. Oilfield water injection refers to injecting water into oil layers to replenish and maintain oil layer pressure. After treatment Oily sewage can be used to meet the needs of oilfield water injection. The average air permeability of the injection layer is tested in the oil well, and the requirements for different injection water quality are obtained according to the average air permeability of the injection layer, and then the oily sewage is treated according to factors such as oil field production and environment, so that the treated oily sewage can be recycled For formation injection, due to the complex water quality components of oily sewage, it is necessary to strictly control multiple indicators such as suspended solids and oil in the water to prevent it from causing damage to the formation.

为实现水资源的循环利用,有效的处理含油污水,公布号为CN104326596A的中国专利公布了一种含油污水处理系统,包括依次连接的污水入口、加药装置、混凝沉降装置、过滤和油水分离装置,其中加药混凝沉降装置外接压滤装置,含油污水通过污水入口与加药装置投加的水处理剂在管道混凝器中反应,然后在缓冲沉降罐中放置澄清,底层杂质通过缓冲沉降罐的杂质出口进入压滤机挤压成块,污水则进入过滤装置过滤悬浮物颗粒,随后通过油水分离装置将污油和水进行分离,该水处理系统能够实现出去含油污水的污油和杂质,但是该含油污水处理系统只包含一种处理工艺,所处理后的水质单一,由于不同的注入层注入水质要求不同,处理含油污水时必须要经过一些不必要的处理模块,使污水处理的效率降低。In order to realize the recycling of water resources and effectively treat oily sewage, the Chinese patent with publication number CN104326596A discloses an oily sewage treatment system, including sequentially connected sewage inlet, dosing device, coagulation and sedimentation device, filtration and oil-water separation device, in which the dosing coagulation settling device is externally connected to the filter press device, the oily sewage reacts with the water treatment agent added by the dosing device through the sewage inlet, and then placed in the buffer settling tank for clarification, and the bottom impurities pass through the buffer The impurity outlet of the settling tank enters the filter press to be squeezed into blocks, and the sewage enters the filter device to filter the suspended particles, and then the oil and water are separated by the oil-water separation device. impurities, but the oily sewage treatment system only includes one treatment process, and the water quality after treatment is single. Since different injection layers have different injection water quality requirements, some unnecessary treatment modules must be passed through when treating oily sewage, making the sewage treatment process more efficient. Reduced efficiency.

实用新型内容Utility model content

本实用新型的目的是提供一种至少包含两种污水处理装置的含油污水处理系统。The purpose of the utility model is to provide an oily sewage treatment system comprising at least two sewage treatment devices.

为了解决上述问题,本实用新型的含油污水处理系统的技术方案为:一种含油污水处理系统,包括通过管路顺序连接的预除油模块、沉降模块和过滤模块,含油污水处理系统还包括连接预除油模块和过滤模块的与沉降模块并联设置的第一连接管,第一连接管上设置有第一阀门,预除油模块与沉降模块连接的管路上于第一连接管的进口的下游设置有第二阀门。In order to solve the above problems, the technical solution of the oily sewage treatment system of the utility model is: an oily sewage treatment system, including a pre-oil removal module, a settling module and a filter module connected in sequence through pipelines, and the oily sewage treatment system also includes connecting The first connecting pipe of the pre-oil removal module and the filter module is arranged in parallel with the sedimentation module, the first connecting pipe is provided with a first valve, and the pipeline connecting the pre-oil removal module and the sedimentation module is on the downstream of the inlet of the first connecting pipe A second valve is provided.

所述过滤模块包括按油路流通顺序连接的多层滤料过滤装置、改性纤维球过滤装置和烧结过滤装置,所述多层滤料过滤装置和改性纤维球过滤装置之间设置有第三阀门。The filter module includes a multi-layer filter material filter device, a modified fiber ball filter device and a sintered filter device connected in order of flow in the oil circuit, and a second filter device is arranged between the multi-layer filter material filter device and the modified fiber ball filter device Three valves.

所述预除油模块与沉降模块连接的管路上设置有加药模块,所述加药模块位于第一连接管的进口和第二阀门之间。A dosing module is arranged on the pipeline connecting the pre-oil removal module and the settling module, and the dosing module is located between the inlet of the first connecting pipe and the second valve.

含油污水处理系统还包括连接预除油模块和沉降模块与加药模块并联的第二连接管,第二连接管之上设置有第四阀门,预除油模块和加药模块连通的管路上位于第二连接管的进口的下游设置有第五阀门。The oily sewage treatment system also includes a second connecting pipe that connects the pre-oil removal module and the sedimentation module in parallel with the dosing module. A fourth valve is arranged on the second connecting pipe. A fifth valve is provided downstream of the inlet of the second connecting pipe.

所述改性纤维球过滤装置和烧结过滤装置之间设置有第六阀门。A sixth valve is arranged between the modified fiber ball filter device and the sintered filter device.

所述预除油模块包括设置有液-液水力旋流管的旋流预除油器,所述沉降模块包括卧式高效聚结沉降罐。The pre-oil removal module includes a cyclone pre-oiler provided with a liquid-liquid hydrocyclone pipe, and the settling module includes a horizontal high-efficiency coalescence settling tank.

所述卧式高效聚结沉降罐包括斜板沉降腔和自由沉降腔,所述斜板沉降腔和自由沉降腔底部各设置有用于回收杂质的收泥槽。The horizontal high-efficiency coalescing settling tank includes a sloping plate settling chamber and a free settling chamber, and the bottoms of the sloping plate settling chamber and the free settling chamber are each provided with a mud collecting tank for recovering impurities.

所述斜板沉降腔设置有斜板,所述斜板为玻璃钢材质。The inclined plate settling chamber is provided with an inclined plate, and the inclined plate is made of glass fiber reinforced plastic.

本实用新型的有益效果为:本实用新型的含油污水处理系统包括预除油模块、沉降模块和过滤模块,其中预除油模块通过管路顺序与沉降模块和过滤模块连接,预除油模块和过滤模块的连通管路上设置有与沉降模块并联的第一连通管,并且在第一连通管上安装有第一阀门,并且预除油模块与沉降模块连通的管路上在第一连通管的下游安装有第二阀门,这样在处理含油污水时,可以断开第一阀门,闭合第二阀门,使预除油模块通过管路顺序与沉降模块和过滤模块连接处理含油污水可得到一种水质的注水;或者闭合第一阀门,断开第二阀门,使预除油模块和过滤模块直接连通处理含油污水可得到另外一种水质的注水,这样在选择第二种处理模块组合时既能得到符合要求的水质,又节省了其中沉降模块的处理步骤,提高了污水处理的效率。The beneficial effects of the utility model are: the oily sewage treatment system of the utility model includes a pre-greasing module, a sedimentation module and a filtering module, wherein the pre-greasing module is connected with the sedimentation module and the filtering module through pipelines in sequence, and the pre-greasing module and The communication pipeline of the filter module is provided with a first communication pipe in parallel with the sedimentation module, and a first valve is installed on the first communication pipe, and the pipeline in which the pre-oil removal module communicates with the sedimentation module is downstream of the first communication pipe The second valve is installed, so that when treating oily sewage, the first valve can be disconnected and the second valve can be closed, so that the pre-oil removal module can be connected with the sedimentation module and the filter module through the pipeline sequence to process oily sewage to obtain a water quality Water injection; or close the first valve, disconnect the second valve, and directly connect the pre-oil removal module and the filter module to treat oily sewage to obtain another water quality water injection, so that when the second treatment module combination is selected, it can be obtained. The required water quality saves the processing steps of the sedimentation module and improves the efficiency of sewage treatment.

附图说明Description of drawings

图1是本实用新型的含油污水处理系统的实施例一的旋流预除油模块结构示意图;Fig. 1 is the schematic structural diagram of the swirl pre-oil removal module of Embodiment 1 of the oily sewage treatment system of the present invention;

图2是本实用新型的含油污水处理系统的实施例一的卧式高效聚结沉降模块结构示意图;Fig. 2 is a schematic structural diagram of the horizontal high-efficiency coalescence settlement module of Embodiment 1 of the oily sewage treatment system of the present invention;

图3是图2的俯视图;Fig. 3 is the top view of Fig. 2;

图4是本实用新型的含油污水处理系统的实施例一的多层滤料过滤模块结构示意图;Fig. 4 is a schematic structural diagram of a multi-layer filter material filtration module in Embodiment 1 of the oily sewage treatment system of the present invention;

图5是本实用新型的含油污水处理系统的实施例一的改性纤维球过滤模块结构示意图;Fig. 5 is a structural schematic diagram of the modified fiber ball filter module of Embodiment 1 of the oily sewage treatment system of the present invention;

图6是本实用新型的含油污水处理系统的实施例一的烧结过滤模块结构示意图;Fig. 6 is a schematic structural diagram of the sintered filter module of Embodiment 1 of the oily sewage treatment system of the present invention;

图7是本实用新型的含油污水处理系统的实施例一的加药模块结构示意图;Fig. 7 is a schematic structural diagram of the dosing module of Embodiment 1 of the oily sewage treatment system of the present invention;

图8是本实用新型的含油污水处理系统的实施例一的第五污水处理装置的结构示意图;Fig. 8 is a schematic structural view of the fifth sewage treatment device of Embodiment 1 of the oily sewage treatment system of the present invention;

图9是图8的结构简化图。FIG. 9 is a simplified diagram of the structure of FIG. 8 .

图10时本实用新型的含油污水处理系统的实施例一的第五污水处理装置的流程图;Fig. 10 is the flow chart of the fifth sewage treatment device of Embodiment 1 of the oily sewage treatment system of the present utility model;

图11是本实用新型的含油污水处理系统的实施例一的第四污水处理装置的流程图;Fig. 11 is a flowchart of the fourth sewage treatment device of Embodiment 1 of the oily sewage treatment system of the present invention;

图12是本实用新型的含油污水处理系统的实施例一的第三污水处理装置的流程图;Fig. 12 is a flow chart of the third sewage treatment device of Embodiment 1 of the oily sewage treatment system of the present invention;

图13是本实用新型的含油污水处理系统的实施例一的第二污水处理装置的流程图;Fig. 13 is a flow chart of the second sewage treatment device in Embodiment 1 of the oily sewage treatment system of the present invention;

图14是本实用新型的含油污水处理系统的实施例一的第一污水处理装置的流程图;Fig. 14 is a flowchart of the first sewage treatment device in Embodiment 1 of the oily sewage treatment system of the present invention;

图中:1-旋流器提升泵2-旋流器进水口3-液液水力旋流管4-集油腔5-出油口6-旋流器配水腔7-出水腔8-旋流器出水口9-沉降模块进水口10-沉降模块配水腔12-聚结整流腔13-斜板沉降腔14-斜板15-沉降腔16-收油室17-连通管18-水腔19-电动浮球液位变送器20-沉降模块出水口21-排油口22-收泥槽24-滤料过滤罐提升泵25-滤料过滤罐进水口26-滤料过滤罐筛管系28-阻流环30-卵石32-纤维球过滤罐提升泵34-传动装置35-纤维球过滤罐进水口36-筛筒37-压盘38-改性纤维球39-纤维球过滤罐筛管系40-纤维球过滤罐出水口41-烧结过滤罐提升泵43-出液口44-集液腔46-烧结过滤管47-烧结过滤罐进水口48-排污口49-加药罐50-出水阀51-进水阀52-计量泵100-第一阀门110-第一连通管120-第二阀门130-第三阀门140-第四阀门150-第二连通管160-第五阀门170-第六阀门。In the figure: 1-Cyclone lifting pump 2-Cyclone water inlet 3-Liquid-liquid hydrocyclone tube 4-Oil collection chamber 5-Oil outlet 6-Cyclone water distribution chamber 7-Water outlet chamber 8-Swirl flow Outlet of device 9-water inlet of settlement module 10-water distribution chamber of settlement module 12-coalescence rectification chamber 13-slope plate settlement chamber 14-slope plate 15-settlement chamber 16-oil collection chamber 17-connecting pipe 18-water chamber 19- Electric float level transmitter 20-water outlet of sedimentation module 21-oil outlet 22-mud collection tank 24-lift pump of filter material filter tank 25-water inlet of filter material filter tank 26-screen pipe system of filter material filter tank 28 -Block ring 30-Pebble 32-Fiber ball filter tank lifting pump 34-Transmission device 35-Fiber ball filter tank water inlet 36-Screen cylinder 37-Press plate 38-Modified fiber ball 39-Fiber ball filter tank screen system 40-fiber ball filter tank water outlet 41-sintered filter tank lifting pump 43-liquid outlet 44-liquid collection cavity 46-sintered filter tube 47-sintered filter tank water inlet 48-drainage outlet 49-dosing tank 50-water outlet valve 51-water inlet valve 52-metering pump 100-first valve 110-first connecting pipe 120-second valve 130-third valve 140-fourth valve 150-second connecting pipe 160-fifth valve 170-sixth valve.

111-旋流预除油模块112-加药模块113-卧式高效聚结沉降模块114-多层滤料过滤模块115-改性纤维球过滤模块116-烧结过滤模块。111-swirl pre-oil removal module 112-dosing module 113-horizontal high-efficiency coalescence sedimentation module 114-multi-layer filter material filtration module 115-modified fiber ball filter module 116-sintered filter module.

具体实施方式detailed description

一种含油污水处理系统的实施例一,如图1所示为旋流预除油器结构图,旋流预除油器包括旋流器提升泵1、配水腔6、集油腔4、出水腔7和液-液水力旋流管3,含油污水经旋流器提升泵1通过进水口2进入旋流预除油器,配水腔6用来向液-液水力旋流管3配水,进入旋流预除油器的含油污水在液-液水力旋流管3内形成离心力场的离心力作用下旋转,比重较轻的油经旋流管中心进入集油腔4,比重较大的水被甩至管壁并沿管壁进入集水腔6;集油腔4内的油通过出油口5排出,同时集水腔6内的水通过出水口8排出。液体在旋流分离器中停留时间极短,可以高效除油,节能效果好。Embodiment 1 of an oily sewage treatment system, as shown in Figure 1 is a structural diagram of a swirl pre-greaser, the swirl pre-greaser includes a cyclone lift pump 1, a water distribution chamber 6, an oil collection chamber 4, a water outlet Cavity 7 and liquid-liquid hydrocyclone pipe 3, the oily sewage enters the cyclone pre-greaser through the cyclone lifting pump 1 through the water inlet 2, and the water distribution chamber 6 is used to distribute water to the liquid-liquid hydrocyclone pipe 3 and enter The oily sewage of the cyclone pre-degreaser rotates under the centrifugal force of the centrifugal force field formed in the liquid-liquid hydrocyclone tube 3, and the oil with a lighter specific gravity enters the oil collection chamber 4 through the center of the cyclone tube, and the water with a larger specific gravity is The oil in the oil collecting chamber 4 is discharged through the oil outlet 5, and the water in the water collecting chamber 6 is discharged through the water outlet 8 at the same time. The residence time of the liquid in the cyclone separator is extremely short, which can remove oil efficiently and has a good energy-saving effect.

如图2、图3所示为含油污水处理系统的实施例一卧式高效聚结沉降模块结构示意图,卧式高效聚结沉降模块根据浅层沉降原理设计,用于分离污水中粒径大于50μm的油滴和粒径大于15μm的杂质,包括配水腔10,聚结整流腔12,斜板沉降腔13,自由沉降腔15,水腔18,含油污水通过沉降模块进水口9进入配水腔10,经过配水腔10的配水之后进入聚结整流腔12,在聚结整流腔12内装填直径为20mm~25mm的用来粗粒化杂质的鹅卵石填料,通过聚结整流腔12之后的含油污水进入安装有小间距斜板的斜板沉降腔13进行沉降,斜板沉降腔13内设置有玻璃钢材质的斜板14,然后再通过自由沉降腔15的空腔结构对污水再进一步沉降,自由沉降腔15用来确保经过沉淀后进入水腔18内的水的水质,并且在自由沉降腔15及水腔18之间设置有用来收取上浮出的油液的收油室16,在收油室16底部设置有排出收油室油液的排油口21,在斜板沉降腔13及自由沉降腔15底部各设置一个锥形收泥槽22,用于对这两腔内沉降的杂质收入其中,并且在锥形收泥槽22底部设置有排出杂质的出口;自由沉降腔15的处理水经连通管17进入水腔18,在水腔18内设置有用于控制水腔18内液位的电动浮球液位变送器19,然后水腔18的水通过沉降模块出水口20排出。该污水沉降罐能够高效处理含油污水,且无二次混合克服了污水在常规的混凝或斜板沉降罐分离过程中重新混合产生的二次污染。As shown in Figure 2 and Figure 3, the embodiment of the oily sewage treatment system is a schematic diagram of the structure of the horizontal high-efficiency coalescence sedimentation module. The horizontal high-efficiency coalescence sedimentation module is designed according to the principle of shallow sedimentation and is used to separate the particle size in the sewage larger than 50 μm. Oil droplets and impurities with a particle size greater than 15 μm, including water distribution chamber 10, coalescing rectification chamber 12, inclined plate settling chamber 13, free sedimentation chamber 15, and water chamber 18. Oily sewage enters the water distribution chamber 10 through the water inlet 9 of the settlement module. After the water distribution through the water distribution chamber 10, it enters the coalescing and rectifying chamber 12, and the coalescing and rectifying chamber 12 is filled with pebble fillers with a diameter of 20mm~25mm for coarse-graining impurities, and the oily sewage after passing through the coalescing and rectifying chamber 12 enters the installation The sloping plate settling chamber 13 with small spacing sloping plates is used for settling. The sloping plate settling chamber 13 is equipped with a sloping plate 14 made of glass fiber reinforced plastic, and then the sewage is further settled through the cavity structure of the free settling chamber 15. The free settling chamber 15 It is used to ensure the water quality of the water entering the water chamber 18 after sedimentation, and an oil collection chamber 16 for collecting the oil that floats up is arranged between the free sedimentation chamber 15 and the water chamber 18, and at the bottom of the oil collection chamber 16 An oil discharge port 21 for discharging the oil in the oil collection chamber is provided, and a conical mud collection groove 22 is respectively provided at the bottom of the slant plate settling chamber 13 and the free settling chamber 15 to collect the impurities settled in the two chambers, and An outlet for discharging impurities is provided at the bottom of the conical mud collecting tank 22; the treated water in the free settling chamber 15 enters the water chamber 18 through the connecting pipe 17, and an electric floating ball for controlling the liquid level in the water chamber 18 is arranged in the water chamber 18 The liquid level transmitter 19, and then the water in the water chamber 18 is discharged through the water outlet 20 of the settling module. The sewage settling tank can efficiently treat oily sewage without secondary mixing and overcomes the secondary pollution caused by the remixing of sewage in the conventional coagulation or separation process of inclined plate settling tanks.

如图4所示为含油污水处理系统的实施例一的多层滤料过滤罐结构图,多层滤料过滤罐采用立式安装方式,包括高频绕焊不锈钢滤管,滤管孔径大小为0.2mm~0.3mm,待处理的污水经提升泵24提升后通过进水口25进入多层滤料过滤罐,再通过筛管系26均匀布水后进入滤料层,其中滤料层内装核桃壳、磁铁矿、卵石30、等滤料,并且在罐壁上设有防止水流沿罐壁形成短流的阻流环28,在过滤罐底部设有供过滤后的清水排出的滤料过滤罐出水口。在多层滤料过滤罐需要重复使用时,从滤料过滤罐出水口输入水或空气并使过滤管翻转反洗,然后将杂质经滤料过滤罐进水口25排出。As shown in Figure 4, it is a structural diagram of the multi-layer filter material filter tank of the first embodiment of the oily sewage treatment system. The multi-layer filter material filter tank adopts a vertical installation method, including high-frequency welding stainless steel filter tubes, and the pore size of the filter tubes is 0.2mm ~ 0.3mm, the sewage to be treated is lifted by the lift pump 24 and enters the multi-layer filter material filter tank through the water inlet 25, and then evenly distributes water through the screen system 26 and then enters the filter material layer, wherein the filter material layer is filled with walnut shells , magnetite, pebble 30, and other filter materials, and a choke ring 28 is provided on the tank wall to prevent the water flow from forming a short flow along the tank wall, and a filter material filter tank for the filtered clear water to discharge is provided at the bottom of the filter tank Outlet. When the multi-layer filter material filter tank needs to be reused, water or air is input from the water outlet of the filter material filter tank and the filter tube is reversed for backwashing, and then the impurities are discharged through the water inlet 25 of the filter material filter tank.

如图5所示为含油污水处理系统的实施例一的改性纤维球过滤罐结构图,改性纤维球过滤罐采用立式安装方式,需过滤的清水经纤维球过滤罐提升泵32提升后通过纤维球过滤罐进水口35进入筛筒36,在筛筒36布水之后通过压盘37的筛孔均匀进入改性纤维球38的空间并利用改性纤维球38进行过滤,然后传动装置34带动压盘37压紧改性纤维球38以使过滤后的清水通过纤维球过滤罐出水口40排出。改性纤维球过滤罐需要反洗再生时,水或空气通过纤维球过滤罐出水口40进入筛管系39中均匀布水,然后依次进入改性纤维球38的空间和筛筒36,最后杂质经纤维球过滤罐进水口35排出。在改性纤维球过滤罐中,改性纤维球呈柔性,孔隙可变,并且改性纤维丝丝径细,比表面积大,运行滤层孔隙沿水流方向逐渐变小,这样形成了比较理想的上大下小孔隙分布状态,截污能力从上到下逐渐变强,有利于油及悬浮物的去除;滤料依靠直接拦截、惯性拦截和表面吸附等机理去除水中含油和机械杂质。经过改性纤维球过滤罐过滤之后的水的含油量由20mg/L以下可以降到6mg/L以下,悬浮物的含量由20mg/L以下降到2mg/L以下。As shown in Figure 5, it is a structural diagram of the modified fiber ball filter tank of Embodiment 1 of the oily sewage treatment system. The modified fiber ball filter tank adopts a vertical installation mode, and the clear water to be filtered is lifted by the fiber ball filter tank lifting pump 32. Enter the screen cylinder 36 through the water inlet 35 of the fiber ball filter tank, and evenly enter the space of the modified fiber ball 38 through the screen hole of the pressure plate 37 after the screen cylinder 36 distributes water, and use the modified fiber ball 38 to filter, and then the transmission device 34 Drive the pressure plate 37 to compress the modified fiber ball 38 so that the filtered clear water is discharged through the water outlet 40 of the fiber ball filter tank. When the modified fiber ball filter tank needs to be backwashed and regenerated, water or air enters the screen pipe system 39 through the water outlet 40 of the fiber ball filter tank to distribute water evenly, and then enters the space of the modified fiber ball 38 and the screen cylinder 36 in turn, and finally impurities It is discharged through the water inlet 35 of the fiber ball filter tank. In the modified fiber ball filter tank, the modified fiber ball is flexible, the pores are variable, and the diameter of the modified fiber filament is small, the specific surface area is large, and the pores of the filter layer are gradually reduced along the direction of water flow, which forms an ideal filter. The upper and lower pores are distributed, and the interception ability gradually becomes stronger from top to bottom, which is beneficial to the removal of oil and suspended solids; the filter material removes oil and mechanical impurities in water by mechanisms such as direct interception, inertial interception and surface adsorption. The oil content of the water filtered by the modified fiber ball filter tank can be reduced from below 20mg/L to below 6mg/L, and the content of suspended matter can be reduced from below 20mg/L to below 2mg/L.

如图6所示为含油污水处理系统的实施例一的烧结过滤罐结构图,烧结过滤罐采用立式安装方式,待过滤的清水经烧结过滤罐提升泵41通过烧结过滤罐进水口47进入烧结过滤管46的空间,然后水分通过烧结过滤管46的外壁微孔口渗入内壁,而大部分悬浮物和油珠则在过滤管外壁被截留并烧结形成滤饼,进入烧结过滤管46的清水沿管芯向上可进入集液腔44,然后通过集液腔44顶部的出液口43排出。烧结过滤罐的过滤精度较高,并可通过反洗再生重复使用。As shown in Figure 6, it is the structural diagram of the sintered filter tank of the first embodiment of the oily sewage treatment system. The sintered filter tank is installed vertically, and the clean water to be filtered enters the sintered filter tank through the sintered filter tank lifting pump 41 through the sintered filter tank water inlet 47. The space of the filter tube 46, and then the water penetrates into the inner wall through the micro-pores of the outer wall of the sintered filter tube 46, while most of the suspended solids and oil droplets are intercepted and sintered on the outer wall of the filter tube to form a filter cake, and the clear water entering the sintered filter tube 46 along the The tube core can enter the liquid collection chamber 44 upwards, and then be discharged through the liquid outlet 43 at the top of the liquid collection chamber 44 . The sintered filter tank has high filtration accuracy and can be regenerated and reused through backwashing.

如图7所示为含油污水处理系统的实施例一的加药罐模块结构图,包括加药罐49、计量泵52、进水阀51和出水阀50,需要添加药剂的污水通过进水阀51与加药罐49中的药剂混合,然后通过计量泵52的提升经出水阀50输出。需要加药剂对污水与药剂进行混合时,含油污水处理系统中设置有用于污水和药剂混合的静态混合器,通过静态混合器的混合可以使污水与药剂充分混合。As shown in Figure 7, it is a structural diagram of the dosing tank module of Embodiment 1 of the oily sewage treatment system, including a dosing tank 49, a metering pump 52, a water inlet valve 51 and a water outlet valve 50, and the sewage that needs to be added with medicine passes through the water inlet valve 51 is mixed with the medicament in the dosing tank 49, and then is output through the water outlet valve 50 by the lifting of the metering pump 52. When it is necessary to add chemicals to mix sewage and chemicals, the oily sewage treatment system is equipped with a static mixer for mixing sewage and chemicals, and the sewage and chemicals can be fully mixed through the mixing of the static mixer.

在应用各个模块进行含油污水处理时,如图9所示连接图,将旋流预除油器依次连接加药罐模块、卧式高效聚结沉降模块、多层滤料过滤模块、改性纤维球过滤模块和烧结过滤模块,并且分别在旋流预除油模块和加药罐模块之间设置第五阀门160、加药罐模块和卧式高效聚结沉降模块之间设置第二阀门120、多层滤料过滤模块和改性纤维球过滤模块之间设置第三阀门130、改性纤维球过滤模块和烧结过滤模块之间设置第六阀门170,同时在旋流预除油器和卧式高效聚结沉降模块之间设置直接连通的第二连通管150和用于控制第二连通管通断的第四阀门140,同时在旋流预除油器和多层滤料过滤模块之间设置直接连通的第一连通管110和用于控制第一连通管通断的第一阀门100,通过阀门的通断可以根据注入层空气渗透率提出油层不同注水水质的指标要求,因此并针对不同的注入层空气渗透率,含油污水处理系统的各个模块可以组成五种不同的污水处理装置。When using each module for oily sewage treatment, as shown in the connection diagram in Figure 9, the cyclone pre-greaser is connected to the dosing tank module, horizontal high-efficiency coalescence and sedimentation module, multi-layer filter material filtration module, modified fiber A ball filter module and a sintered filter module, and a fifth valve 160 is set between the cyclone pre-oil removal module and the dosing tank module, a second valve 120 is set between the dosing tank module and the horizontal high-efficiency coalescing and settling module, The third valve 130 is set between the multi-layer filter material filter module and the modified fiber ball filter module, and the sixth valve 170 is set between the modified fiber ball filter module and the sintered filter module. The second communication pipe 150 directly connected and the fourth valve 140 used to control the on-off of the second communication pipe are arranged between the high-efficiency coalescence and sedimentation modules, and the cyclone pre-degreaser and the multi-layer filter material filtration module are arranged at the same time The directly connected first connecting pipe 110 and the first valve 100 used to control the opening and closing of the first connecting pipe, through the opening and closing of the valve, the index requirements for different injection water quality of the oil layer can be proposed according to the air permeability of the injection layer, so it is suitable for different The air permeability of the injection layer, each module of the oily sewage treatment system can form five different sewage treatment devices.

当油层注入层空气渗透率小于等于0.01μm2时,第一阀门和第四阀门闭合,其余阀门开通,旋流预除油器依次连接加药罐模块、卧式高效聚结沉降模块、多层滤料过滤模块、改性纤维球过滤模块和烧结过滤模块形成第五含油污水处理装置,如图10所示,图8为第五含油污水处理装置的结构连接图,含油污水旋流器提升泵1提升之后进入旋流预除油模块进行除油,经旋流预除油模块除油之后的污水通过加药模块加入的絮凝剂、净水剂等经静态混合器进行充分混合絮凝后,输入卧式高效聚结沉降模块进行沉降,经过沉降的污水分别进入多层滤料过滤模块和改性纤维球过滤模块,最后经烧结过滤模块进行过滤,从烧结过滤罐顶部的出液口排出净化污水,满足注入层空气渗透率小于等于0.01μm2时所要求的水质控制指标。When the air permeability of the injection layer of the oil layer is less than or equal to 0.01μm 2 , the first valve and the fourth valve are closed, and the other valves are opened, and the cyclone pre-degreaser is sequentially connected to the dosing tank module, horizontal high-efficiency coalescing and settlement module, multi-layer The filter material filter module, the modified fiber ball filter module and the sintered filter module form the fifth oily sewage treatment device, as shown in Figure 10, and Figure 8 is the structural connection diagram of the fifth oily sewage treatment device, the lifting pump of the oily sewage cyclone 1 After lifting, it enters the cyclone pre-degreasing module for degreasing, and the sewage after degreasing by the cyclone pre-degreasing module is fully mixed and flocculated by the flocculant, water purifier, etc. added by the dosing module through the static mixer, and then input The horizontal high-efficiency coalescence sedimentation module settles, and the settled sewage enters the multi-layer filter material filter module and the modified fiber ball filter module respectively, and finally filters through the sintered filter module, and discharges the purified sewage from the liquid outlet on the top of the sintered filter tank , to meet the water quality control index required when the air permeability of the injection layer is less than or equal to 0.01μm 2 .

当油层注入层空气渗透率位于(0.01~0.05)μm2之间时,第一阀门、第四阀门和第六阀门闭合,其余阀门开通,旋流预除油器依次连接加药罐模块、卧式高效聚结沉降模块、多层滤料过滤模块和改性纤维球过滤模块形成第四含油污水处理装置,如图11所示为第四含油污水处理装置的处理工艺模块,含油污水经旋流器提升泵1提升之后进入旋流预除油模块进行除油,经旋流预除油模块除油之后的污水通过加药模块加入的絮凝剂、净水剂等经静态混合器进行充分混合絮凝后,输入卧式高效聚结沉降模块进行沉降,然后经过沉降的污水分别进入多层滤料过滤模块和改性纤维球过滤模块进行过滤,最后处理过的清水从改性纤维球过滤罐出水口40排出,经处理之后的污水可用于满足注入层空气渗透率在0.01μm2至0.05μm2之间的注水水质要求,这样节省了烧结过滤模块的工序,使含油污水处理系统根据不同的注水水质要求进行工艺选择,节省了操作步骤。When the air permeability of the injection layer of the oil layer is between (0.01~0.05) μm2 , the first valve, the fourth valve and the sixth valve are closed, and the other valves are opened, and the swirl pre-oiler is connected to the dosing tank module, horizontal A high-efficiency coalescence sedimentation module, a multi-layer filter material filter module and a modified fiber ball filter module form the fourth oily sewage treatment device, as shown in Figure 11. After the lifting pump 1 is lifted, it enters the swirl pre-degreasing module for degreasing, and the sewage after degreasing by the swirling pre-greasing module is fully mixed and flocculated by the flocculant, water purifier, etc. added by the dosing module through the static mixer Finally, it is input into the horizontal high-efficiency coalescence sedimentation module for sedimentation, and then the settled sewage enters the multi-layer filter material filter module and the modified fiber ball filter module for filtration, and finally the treated clean water comes from the outlet of the modified fiber ball filter tank 40, the treated sewage can be used to meet the injection water quality requirements of the injection layer with an air permeability between 0.01μm 2 and 0.05μm 2 , which saves the process of sintering the filter module and makes the oily sewage treatment system according to different injection water quality Process selection is required, saving operation steps.

当油层注入层空气渗透率位于(0.05~0.5)μm2之间时,第一阀门、第四阀门、第三阀门和第六阀门都闭合,其余阀门开通,旋流预除油器依次连接加药罐模块、卧式高效聚结沉降模块和多层滤料过滤模块形成第三含油污水处理装置,采用如图12所示处理工艺模块进行污水处理,含油污水旋流器提升泵1提升之后进入旋流预除油模块进行除油,经旋流预除油模块除油之后的污水通过加药模块加入的絮凝剂、净水剂等经静态混合器进行充分混合絮凝后,输入卧式高效聚结沉降模块进行沉降,然后经过沉降的污水分别进入多层滤料过滤模块进行过滤,最后处理过的污水从多层滤料过滤罐的出水口排出,经处理之后的污水可用于满足注入层空气渗透率在0.05μm2至0.5μm2之间的注水水质要求,省去了改性纤维球过滤模块和烧结过滤模块的操作。When the air permeability of the injection layer of the oil layer is between (0.05-0.5) μm2 , the first valve, the fourth valve, the third valve and the sixth valve are all closed, and the other valves are opened, and the swirl pre-oiler is sequentially connected to add The medicine tank module, the horizontal high-efficiency coalescing and sedimentation module and the multi-layer filter material filtration module form the third oily sewage treatment device. The treatment process module shown in Figure 12 is used for sewage treatment, and the oily sewage cyclone lifter pump 1 is lifted and enters The swirl pre-greasing module is used for degreasing, and the sewage after degreasing by the swirling pre-greasing module is fully mixed and flocculated by the flocculant and water purifying agent added by the dosing module, and then input into the horizontal high-efficiency aggregate Combined with the settlement module for settlement, the settled sewage enters the multi-layer filter material filter module for filtration, and finally the treated sewage is discharged from the outlet of the multi-layer filter material filter tank. The treated sewage can be used to meet the requirements of the injection layer. Water injection quality requirements with a permeability between 0.05 μm 2 and 0.5 μm 2 save the operation of the modified fiber ball filter module and the sintered filter module.

当油层注入层空气渗透率位于(0.5~1.5)μm2时,第一阀门、第三阀门、第五阀门和第六阀门都闭合,其余阀门开通,旋流预除油器依次连接卧式高效聚结沉降模块和多层滤料过滤模块形成第二含油污水处理装置,采用如图13所示的工艺模块进行污水处理,含油污水旋流器提升泵1提升之后进入旋流预除油模块进行除油,经过除油之后的污水经通过沉降提升泵提升之后从沉降模块进水口进入卧式高效聚结沉降模块进行沉降,经过沉降后的含油污水进入多层滤料过滤模块进行过滤,最后处理过的污水从多层滤料过滤罐的出水口排出,经处理之后的污水可用于满足注入层空气渗透率在0.5μm2至1.5μm2之间的注水水质要求。When the air permeability of the injection layer of the oil layer is at (0.5-1.5) μm2 , the first valve, the third valve, the fifth valve and the sixth valve are all closed, and the other valves are opened, and the swirl pre-oiler is sequentially connected to the horizontal high-efficiency The coalescence sedimentation module and the multi-layer filter material filtration module form the second oily sewage treatment device. The process module shown in Figure 13 is used for sewage treatment. After the oily sewage cyclone lift pump 1 is lifted, it enters the cyclone pre-oil removal module. Degreasing, the sewage after degreasing is lifted by the sedimentation lift pump and then enters the horizontal high-efficiency coalescence sedimentation module from the water inlet of the sedimentation module for sedimentation, and the oily sewage after sedimentation enters the multi-layer filter material filter module for filtration and final treatment The treated sewage is discharged from the water outlet of the multi-layer filter material filter tank, and the treated sewage can be used to meet the injection water quality requirements of the air permeability of the injection layer between 0.5μm 2 and 1.5μm 2 .

当油层注入层空气渗透率大于等于1.5μm2时,第二、三、四、五、六阀门都闭合,其余阀门开通,旋流预除油器连接多层滤料过滤模块形成第一含油污水处理装置,采用如图14所示的工艺模块进行污水处理,对于这种注水水质要求只需要将含油污水经旋流预除油模块除油和多层滤料过滤模块过滤两个工艺处理,最后处理过的污水从多层滤料过滤罐的出水口排出,经处理之后的污水可用于满足注入层空气渗透率大于等于1.5μm2时的注水水质要求。When the air permeability of the injection layer of the oil layer is greater than or equal to 1.5 μm 2 , the second, third, fourth, fifth, and sixth valves are all closed, and the other valves are opened, and the swirl pre-greaser is connected to the multi-layer filter material filter module to form the first oily sewage The treatment device adopts the process module shown in Figure 14 for sewage treatment. For the water quality requirements of this kind of water injection, only two processes are required: degreasing the oily sewage through the swirl pre-oil removal module and filtering the multi-layer filter material filtration module, and finally The treated sewage is discharged from the outlet of the multi-layer filter material filter tank, and the treated sewage can be used to meet the injection water quality requirements when the air permeability of the injection layer is greater than or equal to 1.5 μm 2 .

以上内容是结合具体实施例对本实用新型进行进一步的说明,而在本实用新型的其他实施例中,含油污水处理系统中的各个处理模块的侧重点不同,可以通过对注水水质的不同要求进行选择并通过工艺管线阀门组成需要的含油污水处理系统,并不局限于实施例中的五种工艺模块;其中,预除油旋流器模块可以用普通旋流器代替,烧结过滤罐也可使用压滤装置将杂质挤压成块排出;这些替换不脱离本实用新型构思,以及一些其他的推演替换,都应视为本实用新型的保护范围。The above content is a further description of the utility model in conjunction with specific embodiments, and in other embodiments of the utility model, the emphases of each treatment module in the oily sewage treatment system are different, and the selection can be made according to the different requirements of the injection water quality The required oily sewage treatment system is formed through process pipeline valves, and is not limited to the five process modules in the embodiment; among them, the pre-oil removal cyclone module can be replaced by a common cyclone, and the sintered filter tank can also be used. The filter device extrudes the impurities into blocks and discharges them; these replacements do not depart from the concept of the utility model, and some other deduction replacements should be regarded as the protection scope of the utility model.

Claims (8)

1. an oil-containing sewage treatment system, including the pre-oil removing module, settling module and the filtering module that are linked in sequence by pipeline, it is characterized in that: the first connecting tube being arranged in parallel with settling module that oil-containing sewage treatment system also includes connecting pre-oil removing module and filtering module, first connecting tube is provided with the first valve, the pipeline that pre-oil removing module is connected with settling module is provided with the second valve in the downstream of the import of the first connecting tube.
2. a kind of oil-containing sewage treatment system according to claim 1, it is characterized in that: described filtering module includes circulate by pipeline the multilamellar media filtration device, modified fibre ball filtering device and the sintering defecator that are linked in sequence, is provided with the 3rd valve between described multilamellar media filtration device and modified fibre ball filtering device.
3. a kind of oil-containing sewage treatment system according to claim 1 and 2, it is characterised in that: being provided with medicated module on the pipeline that described pre-oil removing module is connected with settling module, described medicated module is between the import and the second valve of the first connecting tube.
4. a kind of oil-containing sewage treatment system according to claim 3, it is characterized in that: oil-containing sewage treatment system also includes connecting pre-oil removing module and settling module second connecting tube in parallel with medicated module, being provided with the 4th valve on second connecting tube, the downstream of the import that the pipeline that pre-oil removing module connects with medicated module is positioned at the second connecting tube is provided with the 5th valve.
5. a kind of oil-containing sewage treatment system according to claim 3, it is characterised in that: it is provided with the 6th valve between described modified fibre ball filtering device and sintering defecator.
6. a kind of oil-containing sewage treatment system according to claim 1, it is characterised in that: described pre-oil removing module includes the pre-grease trap of eddy flow being provided with liquid-liquid hydraulic cyclone pipe, and described settling module includes horizontal efficient coalescence settling tank.
7. a kind of oil-containing sewage treatment system according to claim 6, it is characterized in that: described horizontal efficient coalescence settling tank includes inclined plate sedimentation chamber and free settling chamber, is each provided with the receipts mud groove for reclaiming impurity bottom described inclined plate sedimentation chamber and free settling chamber.
8. a kind of oil-containing sewage treatment system according to claim 7, it is characterised in that: described inclined plate sedimentation chamber is provided with swash plate, and described swash plate is glass steel material.
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106630502A (en) * 2017-03-21 2017-05-10 成都冠禹科技有限公司 Chemical industrial wastewater treatment device based on MBR (membrane bioreactor)
CN106746401A (en) * 2016-12-19 2017-05-31 新疆海通开源环境管理有限公司 The renovation agent and its use equipment and equipment application method of disposal of oily sludge
WO2020211734A1 (en) * 2019-04-15 2020-10-22 华东理工大学 Water treatment system suitable for offshore oil field platform and treatment method therefor
CN112028339A (en) * 2020-09-25 2020-12-04 新疆科力新技术发展股份有限公司 Oil field oily sewage interface coalescence deep purification treatment device and use method thereof
CN113880304A (en) * 2021-10-31 2022-01-04 中石化中原石油工程设计有限公司 A process for purifying and treating iron-containing sewage

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106746401A (en) * 2016-12-19 2017-05-31 新疆海通开源环境管理有限公司 The renovation agent and its use equipment and equipment application method of disposal of oily sludge
CN106746401B (en) * 2016-12-19 2020-09-04 新疆海通开源环境管理有限公司 Method for treating oily sludge
CN106630502A (en) * 2017-03-21 2017-05-10 成都冠禹科技有限公司 Chemical industrial wastewater treatment device based on MBR (membrane bioreactor)
WO2020211734A1 (en) * 2019-04-15 2020-10-22 华东理工大学 Water treatment system suitable for offshore oil field platform and treatment method therefor
CN112028339A (en) * 2020-09-25 2020-12-04 新疆科力新技术发展股份有限公司 Oil field oily sewage interface coalescence deep purification treatment device and use method thereof
CN113880304A (en) * 2021-10-31 2022-01-04 中石化中原石油工程设计有限公司 A process for purifying and treating iron-containing sewage

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