CN110372077A - Load coalescence flocculation plant and a kind of oil-contaminated water processing method - Google Patents
Load coalescence flocculation plant and a kind of oil-contaminated water processing method Download PDFInfo
- Publication number
- CN110372077A CN110372077A CN201910570179.7A CN201910570179A CN110372077A CN 110372077 A CN110372077 A CN 110372077A CN 201910570179 A CN201910570179 A CN 201910570179A CN 110372077 A CN110372077 A CN 110372077A
- Authority
- CN
- China
- Prior art keywords
- hydraulic
- flocculation
- coalescence
- loaded
- dumbbell
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000005189 flocculation Methods 0.000 title claims abstract description 62
- 230000016615 flocculation Effects 0.000 title claims abstract description 58
- 238000004581 coalescence Methods 0.000 title claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract description 10
- 238000003672 processing method Methods 0.000 title 1
- 239000002245 particle Substances 0.000 claims abstract description 61
- 239000010865 sewage Substances 0.000 claims abstract description 29
- 238000000034 method Methods 0.000 claims abstract description 12
- 238000010008 shearing Methods 0.000 claims abstract description 7
- 230000007246 mechanism Effects 0.000 claims description 41
- 239000007788 liquid Substances 0.000 claims description 26
- 238000000926 separation method Methods 0.000 claims description 22
- 239000002131 composite material Substances 0.000 claims description 13
- 238000010828 elution Methods 0.000 claims description 10
- 238000010494 dissociation reaction Methods 0.000 claims description 6
- 230000005593 dissociations Effects 0.000 claims description 6
- 230000000630 rising effect Effects 0.000 claims description 4
- 230000009977 dual effect Effects 0.000 claims description 2
- 238000004140 cleaning Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 238000003795 desorption Methods 0.000 description 15
- 239000012071 phase Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 230000009471 action Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 239000012528 membrane Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 230000000670 limiting effect Effects 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000013467 fragmentation Methods 0.000 description 1
- 238000006062 fragmentation reaction Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000007791 liquid phase Substances 0.000 description 1
- 238000007885 magnetic separation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006116 polymerization reaction Methods 0.000 description 1
- 239000007790 solid phase Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/40—Devices for separating or removing fatty or oily substances or similar floating material
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5281—Installations for water purification using chemical agents
Landscapes
- Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- General Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
本发明公开了一种加载聚结絮凝装置及一种含油污水处理方法,装置中的水力脱附器采用橄榄形腔体及哑铃形管的方案设计,利用流体力学原理,建立了分别绕内筒壁及外筒壁的双循环流动,增加作用力的施用时间,有效强化聚结颗粒间的碰撞、摩擦,增大了水流对聚结颗粒的剪切作用,最终实现聚结颗粒的有效清洗,从而提高絮凝效率。解决现有加载絮凝设备对聚结颗粒不具有清洗功能的问题。
The invention discloses a loading coalescence flocculation device and a treatment method for oily sewage. The hydraulic desorber in the device adopts the scheme design of an olive-shaped cavity and a dumbbell-shaped tube. The double-circulation flow of the wall and the outer cylinder wall increases the application time of the force, effectively strengthens the collision and friction between the agglomerated particles, increases the shearing effect of the water flow on the agglomerated particles, and finally realizes the effective cleaning of the agglomerated particles. Thereby increasing the flocculation efficiency. Solve the problem that the existing loading flocculation equipment does not have the cleaning function for the agglomerated particles.
Description
技术领域technical field
本发明涉及污水处理领域的污水处理装置,具体的是一种加载絮凝装置,同时涉及一种含油污水处理方法。The invention relates to a sewage treatment device in the field of sewage treatment, in particular to a loading flocculation device, and also relates to a method for treating oily sewage.
背景技术Background technique
为提高絮凝效率,在污水处理过程中将微砂或磁种加入絮凝体系中作为絮凝体晶核,可以取得较好的效果。其中,最为典型的是法国Veolia公司的Actiflo®和美国Evoqua公司的CoMag®加载絮凝工艺。In order to improve the flocculation efficiency, fine sand or magnetic seeds are added to the flocculation system as floc nuclei during the sewage treatment process, which can achieve better results. Among them, the most typical ones are Actiflo® of French Veolia Company and CoMag® loaded flocculation process of American Evoqua Company.
上述加载絮凝工艺只是针对城市污水,因此仅通过旋流分离或磁分离技术回收微砂或磁种即可满足要求,并不用考虑回收后微砂或磁种的清洗问题。The above loading and flocculation process is only for urban sewage, so only the recovery of micro-sand or magnetic seeds by cyclone separation or magnetic separation technology can meet the requirements, and the cleaning problem of micro-sand or magnetic seeds after recovery is not considered.
若采用上述加载絮凝工艺对油田的三元复合驱污水进行处理,需要加入与微砂或磁种具有同种功能的聚结颗粒,若仍采用上述分离技术对聚结颗粒进行处理,因为聚结颗粒没有得到有效清洗,继续使用就会出现聚结颗粒作为晶核的效果变差,从而降低絮凝效率。If the above-mentioned loading flocculation process is used to treat the ASP flooding sewage in the oil field, it is necessary to add agglomerated particles with the same function as microsand or magnetic seeds. If the particles are not cleaned effectively, the effect of the agglomerated particles as crystal nuclei will be deteriorated with continued use, thereby reducing the flocculation efficiency.
发明内容SUMMARY OF THE INVENTION
有鉴于此,本发明提供一种可以对聚结颗粒进行清洗的加载絮凝装置,解决现有加载絮凝设备对聚结颗粒不具有清洗功能,从而降低絮凝效率的问题。In view of this, the present invention provides a loaded flocculation device that can clean agglomerated particles, which solves the problem that the existing loaded flocculation equipment does not have a cleaning function for the agglomerated particles, thereby reducing the flocculation efficiency.
另外,本发明还提供一种含油污水处理方法。In addition, the present invention also provides a method for treating oily sewage.
第一方面,一种加载聚结絮凝装置,包括壳体,所述壳体内加载有含油污水及聚结颗粒,所述壳体内包括水力洗脱机构及絮凝机构,所述絮凝机构,用于所述油与所述聚结颗粒在其中形成以聚结颗粒为核的复合体,所述水力洗脱机构,利用气提方式形成由所述含油污水、所述聚结颗粒及所述复合体组成的上升液流,及用于所述复合体的解离;其特征在于:In a first aspect, a loaded coalescing flocculation device includes a housing, the housing is loaded with oily sewage and coalesced particles, the housing includes a hydraulic elution mechanism and a flocculation mechanism, and the flocculation mechanism is used for the The oil and the agglomerated particles form a complex with the agglomerated particles as the core, and the hydraulic elution mechanism is formed by air stripping, which is composed of the oily sewage, the agglomerated particles and the complex. upflow of liquid, and for the dissociation of the complex; characterized by:
所述水力洗脱机构,包括:至少一个水力脱附器;The hydraulic elution mechanism includes: at least one hydraulic desorber;
所述水力脱附器,包括:腔体及哑铃形管;The hydraulic desorber includes: a cavity and a dumbbell-shaped tube;
所述哑铃形管连接于所述腔体中,其外侧同轴连接内筒及外筒;The dumbbell-shaped tube is connected in the cavity, and the outer side thereof is coaxially connected to the inner cylinder and the outer cylinder;
所述哑铃形管两端的端口口径大于所述内筒口径,小于所述外筒口径;The port diameters at both ends of the dumbbell-shaped tube are larger than the diameter of the inner cylinder and smaller than the diameter of the outer cylinder;
所述哑铃形管,用于分流所述上升液流进入所述内筒及所述外筒之间的环形空间;the dumbbell-shaped pipe for diverting the rising liquid flow into the annular space between the inner cylinder and the outer cylinder;
所述环形空间,用于所述上升液流分别以内筒壁及外筒壁为中心建立双循环流动;The annular space is used for the rising liquid flow to establish a dual-circulation flow centered on the inner cylinder wall and the outer cylinder wall respectively;
所述双循环流动,用于增加所述复合体间的碰撞和/或摩擦时间和/或机会,及所述液流对所述复合体的剪切作用力;The dual circulation flow is used to increase the collision and/or friction time and/or chance between the composite bodies, and the shearing force of the liquid flow on the composite bodies;
所述时间、所述机会及所述剪切作用力的增加,用于提高所述聚结颗粒从所述复合体中解离的速度和/或程度。The increase in the time, the opportunity, and the shearing force serves to increase the rate and/or extent of dissociation of the agglomerated particles from the complex.
优选地,至少一个所述水力脱附器以串联方式连接。Preferably, at least one of said hydrodesorbers is connected in series.
优选地,所述腔体为橄榄形腔体。Preferably, the cavity is an olive-shaped cavity.
优选地,所述哑铃形管两端的端口口径大于所述橄榄形腔体两端的端口口径。Preferably, the port diameters at both ends of the dumbbell-shaped tube are larger than the port diameters at both ends of the olive-shaped cavity.
优选地,所述内筒及所述外筒的高度相同。Preferably, the inner cylinder and the outer cylinder have the same height.
优选地,所述絮凝机构,包括:内锥筒;Preferably, the flocculation mechanism includes: an inner cone;
所述内锥筒套在所述水力脱附器外侧;The inner cone is sleeved outside the hydraulic desorber;
所述内锥筒与所述腔体间形成从上到下逐渐开阔的腔室;A chamber that is gradually opened from top to bottom is formed between the inner cone and the cavity;
所述腔室,用于所述油与所述聚结颗粒在其中形成以聚结颗粒为核的复合体。The chamber is used for the oil and the agglomerated particle to form a complex with the agglomerated particle as a core therein.
优选地,所述絮凝机构下端连接斜板分离机构;Preferably, the lower end of the flocculation mechanism is connected to the inclined plate separation mechanism;
所述斜板分离机构,包括若干平行斜板;The sloping plate separating mechanism includes several parallel sloping plates;
所述斜板,用于所述复合体、所述聚结颗粒与所述污水的分离。The inclined plate is used for the separation of the composite body, the agglomerated particles and the sewage.
优选地,所述水力脱附器下端连接气提机构;Preferably, the lower end of the hydraulic desorber is connected to a stripping mechanism;
所述气提机构,用于向所述水力脱附器输送气流;the air stripping mechanism, used for delivering gas flow to the hydraulic desorber;
所述气流,作为所述含油污水、所述聚结颗粒及所述复合体组成的混合液在所述水力洗脱机构、所述絮凝机构及所述斜板分离机构中进行循环流动的动力源。The airflow, as a power source for the mixed liquid composed of the oily sewage, the agglomerated particles and the composite to circulate in the hydraulic elution mechanism, the flocculation mechanism and the swash plate separation mechanism .
优选地,所述壳体,其下部采用橄榄形结构;Preferably, the lower part of the shell adopts an olive-shaped structure;
所述橄榄形结构的上部锥筒,其锥度与所述斜板的斜度相应;The upper cone of the olive-shaped structure has a taper corresponding to the inclination of the inclined plate;
所述橄榄形结构的下部锥筒,用于聚集所述聚结颗粒及所述复合体随所述气流进入所述水力洗脱机构中。The lower cone of the olive-shaped structure is used for collecting the agglomerated particles and the composite body into the hydraulic elution mechanism along with the airflow.
第二方面,一种含油污水处理方法,其特征在于:使用上述任一项所述加载聚结絮凝装置进行所述含油污水处理。In a second aspect, a method for treating oily sewage, characterized in that the oily sewage is treated by using the loading coalescence flocculation device described in any one of the above.
本发明具有如下有益效果:The present invention has the following beneficial effects:
本发明加载聚结絮凝装置,其中的水力脱附器采用橄榄形腔体及哑铃形管的方案设计,利用流体力学原理,建立了分别绕内筒壁及外筒壁的双循环流动,增加作用力的施用时间,有效强化颗粒间的碰撞、摩擦,增大了水流对聚结颗粒的剪切作用,最终实现聚结颗粒的有效清洗,从而提高絮凝效率。The loading coalescing flocculation device of the present invention, wherein the hydraulic desorber adopts the scheme design of the olive-shaped cavity and the dumbbell-shaped tube, and uses the principle of fluid mechanics to establish a dual-circulation flow around the inner cylinder wall and the outer cylinder wall respectively. The application time of the force effectively strengthens the collision and friction between the particles, increases the shearing effect of the water flow on the agglomerated particles, and finally realizes the effective cleaning of the agglomerated particles, thereby improving the flocculation efficiency.
附图说明Description of drawings
通过以下参考附图对本发明实施例的描述,本发明的上述以及其它目的、特征和优点更为清楚,在附图中:The above and other objects, features and advantages of the present invention will become more apparent from the following description of embodiments of the present invention with reference to the accompanying drawings, in which:
图1是本发明实施例的加载聚结絮凝装置结构示意图;1 is a schematic structural diagram of a loading coalescence flocculation device according to an embodiment of the present invention;
图2是本发明实施例的水力脱附器的结构示意图;Fig. 2 is the structural representation of the hydraulic desorber of the embodiment of the present invention;
图3是本发明实施例的水力脱附器的立体结构示意。FIG. 3 is a schematic three-dimensional structure diagram of a hydraulic desorber according to an embodiment of the present invention.
具体实施方式Detailed ways
以下基于实施例对本发明进行描述,但是值得说明的是,本发明并不限于这些实施例。在下文对本发明的细节描述中,详尽描述了一些特定的细节部分。然而,对于没有详尽描述的部分,本领域技术人员也可以完全理解本发明。The present invention will be described below based on examples, but it should be noted that the present invention is not limited to these examples. In the following detailed description of the invention, some specific details are described in detail. However, those skilled in the art can fully understand the present invention for the parts that are not described in detail.
此外,本领域普通技术人员应当理解,所提供的附图只是为了说明本发明的目的、特征和优点,附图并不是实际按照比例绘制的。Furthermore, it should be understood by those of ordinary skill in the art that the accompanying drawings are provided only to illustrate the objects, features and advantages of the present invention and are not actually drawn to scale.
同时,除非上下文明确要求,否则整个说明书和权利要求书中的“包括”、“包含”等类似词语应当解释为包含的含义而不是排他或穷举的含义;也就是说,是“包含但不限于”的含义。Meanwhile, unless the context clearly requires otherwise, throughout the specification and claims, words such as "including", "comprising" and the like should be construed in an inclusive rather than an exclusive or exhaustive sense; that is, "including but not limited to" means.
图1是本发明实施例的加载聚结絮凝装置结构示意图;如图1所示,加载聚结絮凝装置,包括壳体,该壳体的主体为筒体8,筒体8的下端连接上部锥筒7,上部锥筒7的下端连接下筒体3,下筒体3的下端连接下部锥筒2,下部锥筒2的底部具有锥底1。Fig. 1 is a schematic structural diagram of a loading coalescing flocculation device according to an embodiment of the present invention; as shown in Fig. 1 , the loading coalescing flocculation device includes a shell, the main body of which is a cylinder 8, and the lower end of the cylinder 8 is connected to the upper cone The lower end of the upper cone 7 is connected to the lower cylinder 3 , the lower end of the lower cylinder 3 is connected to the lower cone 2 , and the bottom of the lower cone 2 has a cone bottom 1 .
在筒体8的内壁上方设置出水堰11,在该出水堰11的位置设置出水管9。筒体8上方连接加料斗12。A water outlet weir 11 is arranged above the inner wall of the cylinder body 8 , and a water outlet pipe 9 is arranged at the position of the water outlet weir 11 . A hopper 12 is connected above the cylinder 8 .
筒体8的中心同轴连接水力脱附机构。该水力脱附机构,包括若干个水力脱附器16,优选为5-7个。若干水力脱附器16采用上下串联的连接方式。The center of the cylinder body 8 is coaxially connected to the hydraulic desorption mechanism. The hydraulic desorption mechanism includes several hydraulic desorbers 16, preferably 5-7. Several hydraulic desorbers 16 are connected in series up and down.
图2是本发明实施例的水力脱附器的结构示意图;图3是本发明实施例的水力脱附器的立体结构示意。由图2结合图3所示:FIG. 2 is a schematic structural diagram of a hydraulic desorber according to an embodiment of the present invention; FIG. 3 is a schematic three-dimensional structure diagram of the hydraulic desorber according to an embodiment of the present invention. As shown in Figure 2 combined with Figure 3:
水力脱附器16,包括喉管16-6,喉管16-6的两端分别连接上锥筒16-1及下锥筒16-8,连接后组成哑铃形管;喉管16-6的外侧同轴连接内筒16-3及外筒16-5,优选内筒16-3及外筒16-5的高度相同;外筒16-5的外侧连接内筒体16-4,内筒体16-4的两端分别为上锥口16-2及下锥口16-7,具有上下锥口的内筒体16-4内部形成橄榄形腔体。The hydraulic desorber 16 includes a throat pipe 16-6, the two ends of the throat pipe 16-6 are respectively connected to the upper cone 16-1 and the lower cone 16-8, and after the connection, a dumbbell-shaped pipe is formed; The outer side is coaxially connected to the inner cylinder 16-3 and the outer cylinder 16-5, preferably the inner cylinder 16-3 and the outer cylinder 16-5 have the same height; the outer side of the outer cylinder 16-5 is connected to the inner cylinder 16-4, and the inner cylinder The two ends of the 16-4 are respectively an upper conical opening 16-2 and a lower conical opening 16-7, and an olive-shaped cavity is formed inside the inner cylinder 16-4 with the upper and lower conical openings.
其中,上锥筒16-1及下锥筒16-8的筒口口径一致,大于内筒16-3的口径,小于外筒16-5的口径;且大于上锥口16-2及下锥口16-7的口径。上锥口16-2及下锥口16-7的口径相同。Among them, the diameters of the upper cone 16-1 and the lower cone 16-8 are the same, larger than the diameter of the inner tube 16-3, smaller than the diameter of the outer tube 16-5; and larger than the upper cone 16-2 and the lower cone 16-7 caliber. The diameters of the upper conical opening 16-2 and the lower conical opening 16-7 are the same.
串联连接后的水力脱附器16,若干橄榄形腔体围成的腔室形成水力脱附区I;最上端橄榄形腔体的上锥口16-2连接导流筒13。For the hydraulic desorbers 16 connected in series, a chamber surrounded by several olive-shaped cavities forms a hydraulic desorption zone I;
在图1中,水力脱附器16的下端连接气提机构。In FIG. 1 , the lower end of the hydraulic desorber 16 is connected to a stripping mechanism.
该气提机构,包括气提管20,气提管20的上端连接内筒体16-4的下锥口16-7,下端采用喇叭筒结构21;进气管24从锥底1进入气提管20的喇叭筒结构21内,进气管24的出口连接气体分布管23,气体分布管23上连接膜扩散器22。气体从进气管24进入后经膜扩散器22分散为气泡,气泡经下锥口16-7进入到气体管20内,进而输送到水力脱附器16内。The air lift mechanism includes an air lift pipe 20, the upper end of the air lift pipe 20 is connected to the lower conical opening 16-7 of the inner cylinder 16-4, and the lower end adopts a horn structure 21; the air intake pipe 24 enters the air lift pipe from the cone bottom 1 In the horn structure 21 of 20, the outlet of the air inlet pipe 24 is connected to the gas distribution pipe 23, and the gas distribution pipe 23 is connected to the membrane diffuser 22. The gas enters from the air inlet pipe 24 and is dispersed into air bubbles through the membrane diffuser 22 .
在图1中,筒体8内,水力脱附区I的外面连接上口小下口大的内锥筒10,内锥筒10的上端口连接倒锥筒14。In Figure 1, in the cylinder 8, the outside of the hydraulic desorption zone I is connected to the inner cone 10 with a small upper port and a large lower port, and the upper port of the inner cone 10 is connected to the inverted cone 14.
加料斗12的出料口位于倒锥筒14内,通过加料斗12向倒锥筒14内加入聚结颗粒6。The discharge port of the feeding hopper 12 is located in the inverted cone 14 , and the agglomerated particles 6 are added into the inverted cone 14 through the feeding hopper 12 .
倒锥筒14还连接进液机构;进液机构包括:进液管15、静态混合器17、加药管18、进水管19。含油污水通过进水管19进入,同时污水处理的药剂通过加药管18进入,含油污水及药剂在静态混合器17内均匀混合后通过进液管15加入到倒锥筒14内,也就是加入到内锥筒10内。The inverted cone 14 is also connected to a liquid inlet mechanism; the liquid inlet mechanism includes: a liquid inlet pipe 15 , a static mixer 17 , a drug adding pipe 18 , and a water inlet pipe 19 . The oily sewage enters through the water inlet pipe 19, and the chemicals for sewage treatment enter through the dosing pipe 18. The oily sewage and the chemicals are evenly mixed in the static mixer 17 and then added to the inverted cone 14 through the liquid inlet pipe 15, that is, added to the inverted cone 14. Inside the inner cone 10.
内锥筒10与水力脱附器16之间的空间形成加载聚结絮凝区Ⅱ。由于内锥筒10为上口小下口大结构,所以该加载聚结絮凝区Ⅱ是一种从上到下逐渐开阔的区域。The space between the inner cone 10 and the hydraulic desorber 16 forms the loading coalescing flocculation zone II. Since the inner cone 10 has a structure with a small upper opening and a large lower opening, the loading coalescing flocculation zone II is a gradually open area from top to bottom.
在图1中,筒体8内,内锥筒10的下方连接斜板分离机构。In FIG. 1 , in the cylindrical body 8 , a swash plate separating mechanism is connected to the lower part of the inner cone 10 .
斜板分离机构,包括若干平行斜板5及锥体4,斜板5与上部锥筒7及锥体4的斜度相适应。The sloping plate separation mechanism includes a number of parallel sloping plates 5 and cones 4 , and the sloping plates 5 are adapted to the inclinations of the upper cone 7 and the cone 4 .
斜板5其倾斜角度为45°-60°,每两块斜板5构成一个沉淀分离单元。The inclination angle of the inclined plate 5 is 45°-60°, and every two inclined plates 5 constitute a precipitation and separation unit.
筒体8的斜板分离机构所在区域为斜板分离区Ⅲ。The area where the swash plate separation mechanism of the cylinder body 8 is located is the swash plate separation zone III.
具体地,结合附图1-3,对使用本发明的加载聚结絮凝装置进行含油污水处理的方法及原理进行说明:Specifically, with reference to the accompanying drawings 1-3, the method and principle of using the loading coalescence flocculation device of the present invention to treat oily sewage will be described:
从图1可以看出,该装置的内部空间串联构造了水力脱附区Ⅰ、加载絮凝区Ⅱ和斜板分离区Ⅲ。It can be seen from Figure 1 that the internal space of the device is constructed with a hydraulic desorption zone I, a loading flocculation zone II and an inclined plate separation zone III.
含油污水及药剂通过进液机构进入内锥筒10内,并继续充满到壳体的溢流堰11处。聚结颗粒6通过加料斗12加入到内锥筒10内。Oily sewage and chemicals enter the inner cone 10 through the liquid inlet mechanism, and continue to fill the overflow weir 11 of the casing. The agglomerated particles 6 are fed into the inner cone 10 through the hopper 12 .
处理时,空气通过气提机构的膜扩散器22分散成微气泡,然后输至至水力脱附器16内,即进入水力脱附区Ⅰ内,空气与污水混合形成气液混合液。与此同时,壳体内的加载絮凝区Ⅱ和斜板分离区Ⅲ内的污水的含气量较低,于是在水力脱附区Ⅰ与加载絮凝区Ⅱ和斜板分离区Ⅲ之间形成了密度差,从而在水力脱附区Ⅰ与加载絮凝区Ⅱ和斜板分离区Ⅲ之间建立了内循环流动。During treatment, the air is dispersed into microbubbles through the membrane diffuser 22 of the air stripping mechanism, and then transported to the hydraulic desorber 16, that is, into the hydraulic desorption zone I, where the air and sewage are mixed to form a gas-liquid mixture. At the same time, the gas content of the sewage in the loading flocculation zone II and the inclined plate separation zone III in the shell is low, so a density difference is formed between the hydraulic desorption zone I and the loading flocculation zone II and the inclined plate separation zone III. , so that the internal circulation flow is established between the hydraulic desorption zone I, the loading flocculation zone II and the inclined plate separation zone III.
也就是说,水力脱附区Ⅰ是集中加载聚结紧密絮凝装置的动力源,具体通过气提原理实现三个功能分区间的物质交换和水力联系。That is to say, the hydraulic desorption zone I is the power source of the centralized loading coalescence compact flocculation device, and specifically realizes the material exchange and hydraulic connection between the three functional zones through the principle of air stripping.
上述内循环流动的夹带作用使聚结颗粒6一并参与内循环流动,在水力脱附区Ⅰ形成气液固三相混合液。The entrainment effect of the above-mentioned internal circulating flow makes the coalesced particles 6 participate in the internal circulating flow together, forming a gas-liquid-solid three-phase mixed liquid in the hydraulic desorption zone I.
在内循环流动的作用下,三相混合液递进至水力脱附器16的上一层级,三相混合液在不同层间进行物质交换,最终循环输送至最高层级,从倒锥筒14顶端排出进入到加载絮凝区Ⅱ。Under the action of the internal circulation flow, the three-phase mixed liquid advances to the upper level of the hydraulic desorber 16, and the three-phase mixed liquid exchanges substances between different layers, and is finally circulated and transported to the highest level, from the top of the inverted cone 14. The discharge enters the loading flocculation zone II.
聚结颗粒6在聚结絮凝区Ⅱ内与水中分散油粒直接接触,在表面吸附和聚结作用下,油粒不断地粘附于聚结颗粒6表面并逐渐聚并,使聚结颗粒6表面被覆的油层逐渐增厚,于是形成了以聚结颗粒为内核的“油-聚结颗粒”复合体。The agglomerated particles 6 are in direct contact with the dispersed oil particles in the water in the coalescence flocculation zone II. Under the action of surface adsorption and coalescence, the oil particles continue to adhere to the surface of the agglomerated particles 6 and gradually coalesce, so that the agglomerated particles 6 The oil layer coated on the surface gradually thickened, thus forming an "oil-agglomerated particle" complex with agglomerated particles as the core.
同时,由于加载絮凝区Ⅱ是一种从上到下逐渐开阔的区域,使速度梯度G值逐渐减小,聚结颗粒6在加载絮凝区Ⅱ进行自混合,可以有效防止复合体的破碎,并实现与斜板分离区的紧密连接。At the same time, since the loading flocculation zone II is a gradually open area from top to bottom, the velocity gradient G value is gradually reduced, and the agglomerated particles 6 are self-mixed in the loading flocculation zone II, which can effectively prevent the fragmentation of the complex and prevent To achieve tight connection with the separation area of the inclined plate.
在现有技术中,为了增加聚结颗粒与油粒的粘附机会,采用搅拌的方式,而搅拌势必会造成絮体的破碎。而本申请的加载絮凝区Ⅱ的特殊结构设计,可以有效避免絮体的破碎。In the prior art, in order to increase the chance of adhesion between the coalesced particles and the oil particles, a stirring method is adopted, and the stirring will inevitably cause the flocs to be broken. However, the special structural design of the loading flocculation zone II of the present application can effectively prevent the flocs from being broken.
在斜板分离区Ⅲ,“油-聚结颗粒”复合体和液流同向流动,而“油-聚结颗粒”复合体在重力作用下,沿沉淀分离单元的下斜板上表面向下滑移,由于斜板间液相和固相间运动存在速度差,实现了固和液分离作用,并在内循环水流夹带作用下重新进入水力脱附区Ⅰ。In the sloping plate separation zone III, the "oil-coalesced particle" complex flows in the same direction as the liquid flow, while the "oil-agglomerated particle" complex flows downward along the upper surface of the lower inclined plate of the precipitation separation unit under the action of gravity. Slip, due to the velocity difference between the liquid phase and the solid phase between the inclined plates, the separation of the solid and the liquid is realized, and it re-enters the hydraulic desorption zone I under the entrainment of the internal circulating water flow.
在水力脱附区Ⅰ,水力脱附器16采用哑铃形管及橄榄形腔体的独特结构,使速度梯度G值交替剧烈变化,有效强化了颗粒间的碰撞和摩擦作用,使“油-聚结颗粒”复合体解离,即粘附于聚结颗粒表面的油粒发生脱附作用,使聚结颗粒重新被释放出来,为在加载絮凝区Ⅱ的重新粘附创造了必要条件。In the hydraulic desorption zone I, the hydraulic desorber 16 adopts the unique structure of the dumbbell-shaped tube and the olive-shaped cavity, which makes the velocity gradient G change violently alternately, effectively strengthens the collision and friction between particles, and makes the "oil-polymerization" effect. The "agglomerated particles" complex dissociates, that is, the oil particles adhered to the surface of the agglomerated particles are desorbed, so that the agglomerated particles are released again, creating the necessary conditions for re-adhesion in the loading flocculation zone II.
如此往复,因上述三个功能区串联,聚结颗粒6与分散油粒在时空上进行连续“粘附-脱附”循环,达到聚结颗粒6的重复利用之目的,有效提高了含油污水的絮凝效率。In this way, because the above three functional areas are connected in series, the coalesced particles 6 and the dispersed oil particles perform a continuous "adhesion-desorption" cycle in time and space, so as to achieve the purpose of reusing the coalesced particles 6 and effectively improve the oily sewage. flocculation efficiency.
另外,在水力脱附区Ⅰ,三相混合液在进入水力脱附器16之前,由于哑铃形管的下锥筒16-8的筒口口径大于内筒16-3的口径,且喉管16-6的直径远小于下锥筒16-8的筒口口径,所以喉管16-6对三相混合液具有限流作用,部分三相混合液依压力自分流至内筒16-3与外筒16-5之间的环形空间。In addition, in the hydraulic desorption zone I, before the three-phase mixed liquid enters the hydraulic desorber 16, because the diameter of the lower cone 16-8 of the dumbbell-shaped tube is larger than the diameter of the inner tube 16-3, and the throat 16- The diameter of 6 is much smaller than the diameter of the cylinder mouth of the lower cone 16-8, so the throat 16-6 has a limiting effect on the three-phase mixed liquid, and part of the three-phase mixed liquid is self-split to the inner cylinder 16-3 and the outer cylinder 16 according to the pressure. The annular space between -5.
在自分流过程中,相对于环形空间的外部区域,由于空气先进入环形空间,在环形空间和外部区域形成密度差,从而在环形空间和外部区域之间构成液流内循环的驱动力,在该驱动力的作用下,形成了分别绕内筒壁及外筒壁的双循环流动。双循环流动可以增加复合体间的碰撞、摩擦时间和机会,同时增大循环液流对复合体的剪切作用力,提高聚结颗粒从复合体中解离的速度和/或程度,达到对聚结颗粒进行有效清洗的目的。In the process of self-splitting, relative to the outer area of the annular space, since the air first enters the annular space, a density difference is formed between the annular space and the outer area, thereby forming a driving force for the internal circulation of the liquid flow between the annular space and the outer area. Under the action of the driving force, a double circulation flow is formed around the inner cylinder wall and the outer cylinder wall respectively. The double circulation flow can increase the collision and friction time and opportunities between the composites, and at the same time increase the shearing force of the circulating liquid flow on the composites, improve the speed and/or degree of dissociation of coalesced particles from the composites, and achieve the Coalescing particles for efficient cleaning purposes.
可以看出,在本申请的加载聚结絮凝装置中,获得良好清洗的聚结颗粒集中卸载至经预絮凝的含油污水中,经过聚结加载、“油-聚结颗粒”复合体的形成,“油-聚结颗粒”复合体的解离,在时空上完成“粘附-脱附”的循环,达到充分利用聚结颗粒的加载絮凝功能之目的,从而建立了一种加载聚结絮凝油水分离方法。It can be seen that in the loading coalescence flocculation device of the present application, the well-cleaned coalescence particles are unloaded into the pre-flocculated oily sewage, and after coalescence loading and the formation of "oil-coalescence particle" complexes, The dissociation of the "oil-coalesced particle" complex completes the "adhesion-desorption" cycle in space and time, and achieves the purpose of making full use of the loading and flocculation function of the agglomerated particles. Separation method.
还有的是,法国Veolia公司的Actiflo®和美国Evoqua公司的CoMag®加载絮凝工艺。由于工艺采用“混合-反应-沉淀-分离”平面式串联布局,导致流程长、结构布局松散。There are also Actiflo® of French Veolia Company and CoMag® loaded flocculation process of Evoqua Company of the United States. Since the process adopts a "mixing-reaction-precipitation-separation" plane series layout, the process is long and the structure layout is loose.
而本申请的加载聚结絮凝装置中,加载絮凝区Ⅱ和斜板分离区Ⅲ空间上叠层布置,结构更加紧凑,克服上述加载絮凝工艺平面串联,结构布局松散的问题。On the other hand, in the loading flocculation flocculation device of the present application, the loading flocculation zone II and the inclined plate separation zone III are arranged in layers on top of each other, and the structure is more compact.
以上所述实施例仅为表达本发明的实施方式,其描述较为具体和详细,但并不能因此而理解为对本发明专利范围的限制。应当指出的是,对本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形、同等替换、改进等,这些都属于本发明的保护范围。因此,本发明专利的保护范围应以所附权利要求为准。The above-mentioned embodiments are only the embodiments of the present invention, and the descriptions thereof are specific and detailed, but should not be construed as limiting the scope of the patent of the present invention. It should be pointed out that for those of ordinary skill in the art, without departing from the concept of the present invention, several modifications, equivalent replacements, improvements, etc. can be made, which all belong to the protection scope of the present invention. Therefore, the protection scope of the patent of the present invention should be subject to the appended claims.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910570179.7A CN110372077B (en) | 2019-06-28 | 2019-06-28 | Loading coalescing flocculation device and method for treating oily sewage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910570179.7A CN110372077B (en) | 2019-06-28 | 2019-06-28 | Loading coalescing flocculation device and method for treating oily sewage |
Publications (2)
Publication Number | Publication Date |
---|---|
CN110372077A true CN110372077A (en) | 2019-10-25 |
CN110372077B CN110372077B (en) | 2021-09-07 |
Family
ID=68251272
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910570179.7A Expired - Fee Related CN110372077B (en) | 2019-06-28 | 2019-06-28 | Loading coalescing flocculation device and method for treating oily sewage |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110372077B (en) |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU544472A1 (en) * | 1975-02-07 | 1977-01-30 | Ждановский Филиал Украинского Государственного Института По Проектированию Металлургических Заводов | Hydrocyclone-sump |
CN2712904Y (en) * | 2004-06-13 | 2005-07-27 | 宜兴市万华水处理设备有限公司 | Improved oil-containing sewage purifying device |
CN201660460U (en) * | 2010-01-15 | 2010-12-01 | 江苏清溢环保设备有限公司 | Vertical air flotation device |
WO2012143851A2 (en) * | 2011-04-19 | 2012-10-26 | Fourie Stefan Adrian | Water treatment system |
CN103922497A (en) * | 2014-04-14 | 2014-07-16 | 中国石油大学(华东) | Three-stage pressure-reducing V-shaped hydraulic cyclone air floatation device |
CN204182496U (en) * | 2014-10-17 | 2015-03-04 | 中国石油化工股份有限公司 | Oil-containing mud sand washed-out sand degreasing unit |
CN204973194U (en) * | 2015-07-24 | 2016-01-20 | 江苏海岳环境工程有限公司 | Circulation szyrt washes filter |
CN205442771U (en) * | 2016-03-01 | 2016-08-10 | 国环清源控股有限公司 | Continuous type three -phase fluidized bed |
CN108585095A (en) * | 2018-05-21 | 2018-09-28 | 东北石油大学 | Loaded cycle lamination floatation separator and reinforcing oil-water separation method |
-
2019
- 2019-06-28 CN CN201910570179.7A patent/CN110372077B/en not_active Expired - Fee Related
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU544472A1 (en) * | 1975-02-07 | 1977-01-30 | Ждановский Филиал Украинского Государственного Института По Проектированию Металлургических Заводов | Hydrocyclone-sump |
CN2712904Y (en) * | 2004-06-13 | 2005-07-27 | 宜兴市万华水处理设备有限公司 | Improved oil-containing sewage purifying device |
CN201660460U (en) * | 2010-01-15 | 2010-12-01 | 江苏清溢环保设备有限公司 | Vertical air flotation device |
WO2012143851A2 (en) * | 2011-04-19 | 2012-10-26 | Fourie Stefan Adrian | Water treatment system |
CN103922497A (en) * | 2014-04-14 | 2014-07-16 | 中国石油大学(华东) | Three-stage pressure-reducing V-shaped hydraulic cyclone air floatation device |
CN204182496U (en) * | 2014-10-17 | 2015-03-04 | 中国石油化工股份有限公司 | Oil-containing mud sand washed-out sand degreasing unit |
CN204973194U (en) * | 2015-07-24 | 2016-01-20 | 江苏海岳环境工程有限公司 | Circulation szyrt washes filter |
CN205442771U (en) * | 2016-03-01 | 2016-08-10 | 国环清源控股有限公司 | Continuous type three -phase fluidized bed |
CN108585095A (en) * | 2018-05-21 | 2018-09-28 | 东北石油大学 | Loaded cycle lamination floatation separator and reinforcing oil-water separation method |
Non-Patent Citations (1)
Title |
---|
于忠臣等: "场作用下的滤料反冲洗技术及发展", 《工业用水与废水》 * |
Also Published As
Publication number | Publication date |
---|---|
CN110372077B (en) | 2021-09-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108467096B (en) | A circulating granulation fluidized bed equipment for low-temperature, low-turbidity, high-turbidity or high-algae water treatment | |
CN201157703Y (en) | Compact cyclone air flotation separation equipment for oily wastewater treatment | |
CN102730859B (en) | Novel integrated oil-water separation device | |
CN104815753B (en) | Floating agglomeration electromagnetic fine selection equipment | |
CN104291469B (en) | Strengthening fine sand removes system and method | |
EP2539287B1 (en) | Ballast flocculation and sedimentation water treatment system with simplified sludge recirculation, and process therefor | |
CN103979637B (en) | A kind of refining plant of oily(waste)water and separation method | |
CN104230029A (en) | Concentrated and integrated sand and water separation device | |
CN209537204U (en) | Magnetic loads water treatment facilities | |
WO2025086875A1 (en) | Vortex mineralization-static separation flotation device, and flotation method | |
CN107640866A (en) | It is a kind of can scale continuously reclaim the method and apparatus of magnetic nanoparticle in waste water | |
CN104511374A (en) | Pipe flow section device applicable to mineralized fine grain minerals | |
CN110372077A (en) | Load coalescence flocculation plant and a kind of oil-contaminated water processing method | |
CN204824441U (en) | A on -board integration treatment facility for dredging yu shui online processing | |
CN207041986U (en) | A kind of environment protection sewage processing settler | |
CN206580590U (en) | A kind of whirlpool can multiphase flash dissolving device | |
WO2025086755A1 (en) | Circulating fluidized bed flotation device and method suitable for recovery of coarse particles | |
CN109354246B (en) | High-concentration sewage rapid treatment device and treatment method thereof | |
CN112933722B (en) | Up-moving type solid particle cyclone elution complete equipment and elution method | |
CN112691792B (en) | A kind of coarse-grained mineral upgrading and dissociation device and method | |
CN206457358U (en) | A kind of drilling fluid depth piece-rate system | |
CN212151802U (en) | A pretreatment equipment for grinding oil and SS in wastewater | |
CN114433365A (en) | Separation device and separation method for large-particle-size solids in oil sludge sand | |
CN209338349U (en) | A sludge washing and separating device | |
CN106745897A (en) | A kind of oily-water seperating equipment and method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210907 |
|
CF01 | Termination of patent right due to non-payment of annual fee |