CN201850191U - A catering wastewater treatment device - Google Patents
A catering wastewater treatment device Download PDFInfo
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- CN201850191U CN201850191U CN200920181644XU CN200920181644U CN201850191U CN 201850191 U CN201850191 U CN 201850191U CN 200920181644X U CN200920181644X U CN 200920181644XU CN 200920181644 U CN200920181644 U CN 200920181644U CN 201850191 U CN201850191 U CN 201850191U
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- 238000004065 wastewater treatment Methods 0.000 title claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 238000005188 flotation Methods 0.000 claims abstract description 16
- 238000005273 aeration Methods 0.000 claims abstract description 14
- 238000004659 sterilization and disinfection Methods 0.000 claims description 7
- 239000002351 wastewater Substances 0.000 abstract description 14
- 239000010865 sewage Substances 0.000 abstract description 13
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000013461 design Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 230000008929 regeneration Effects 0.000 abstract 1
- 238000011069 regeneration method Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 21
- 239000010802 sludge Substances 0.000 description 13
- 230000000694 effects Effects 0.000 description 6
- 230000008569 process Effects 0.000 description 6
- 244000005700 microbiome Species 0.000 description 4
- 241000894006 Bacteria Species 0.000 description 3
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 3
- 239000003921 oil Substances 0.000 description 3
- 235000019198 oils Nutrition 0.000 description 3
- 229910052698 phosphorus Inorganic materials 0.000 description 3
- 239000011574 phosphorus Substances 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000010170 biological method Methods 0.000 description 2
- 238000002848 electrochemical method Methods 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000004094 surface-active agent Substances 0.000 description 2
- 239000002028 Biomass Substances 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 239000010775 animal oil Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006065 biodegradation reaction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000001311 chemical methods and process Methods 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000009300 dissolved air flotation Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000005469 granulation Methods 0.000 description 1
- 230000003179 granulation Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004630 mental health Effects 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 239000010841 municipal wastewater Substances 0.000 description 1
- 230000001546 nitrifying effect Effects 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 102000004169 proteins and genes Human genes 0.000 description 1
- 108090000623 proteins and genes Proteins 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 235000015112 vegetable and seed oil Nutrition 0.000 description 1
- 239000008158 vegetable oil Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Physical Water Treatments (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及污水生物化学处理及污水资源化利用技术领域,特别是指一种餐饮废水处理装置,适用于酒楼、饭店、食堂、餐厅等废水就地处理。 The utility model relates to the technical field of sewage biochemical treatment and sewage resource utilization, in particular to a catering waste water treatment device, which is suitable for on-site treatment of waste water in restaurants, restaurants, canteens and restaurants. the
背景技术Background technique
餐饮废水是指由餐饮业排放的未经处理的废水。其特点是废水中含有大量的胶体粒子和悬浮物,主要成分为动植物油脂、无机盐分、表面活性剂和蛋白质等。据有关部门统计,我国每年餐饮业排放的未经处理的废水近亿吨,且有不断增长的趋势。一般餐饮废水排放量约占城市生活污水排放量的3%,但其BOD5和CODCr的含量却占总负荷的1/3,据国内几个主要大城市对餐饮业排放污水污染指标检测的结果显示:COD为1~4mg/L,BOD为300~400mg/L,SS为300~400mg/L,油脂在150mg/L以上,可见餐饮废水是高浓度污染源,是城市周围水体受污染的主要原因之一。这些废水有机物浓度高,预处理率偏低,未经处理或处理未达标就排入城市管网,将对城市污水处理厂造成很大压力。在管网配套不完善的地区,问题更加严重。餐饮废水直接排入附近水体,不仅影响环境,而且危害人们的身心健康。 Catering wastewater refers to the untreated wastewater discharged by the catering industry. Its characteristic is that the wastewater contains a large number of colloidal particles and suspended solids, the main components of which are animal and vegetable oils, inorganic salts, surfactants and proteins. According to the statistics of relevant departments, the untreated wastewater discharged by the catering industry in my country is nearly 100 million tons every year, and there is a growing trend. The discharge of general catering wastewater accounts for about 3% of urban domestic sewage discharge, but the content of BOD 5 and COD Cr accounts for 1/3 of the total load. According to the detection of catering industry sewage pollution indicators in several major domestic cities The results show that: COD is 1-4mg/L, BOD is 300-400mg/L, SS is 300-400mg/L, and oil is above 150mg/L. It can be seen that catering wastewater is a high-concentration pollution source and the main source of water pollution around cities. one of the reasons. The waste water has a high concentration of organic matter and a low pretreatment rate. If it is discharged into the urban pipe network without treatment or if the treatment fails to meet the standard, it will put a lot of pressure on the urban sewage treatment plant. The problem is even more serious in areas where the pipeline network is not complete. Catering wastewater is directly discharged into nearby water bodies, which not only affects the environment, but also endangers people's physical and mental health.
传统处理餐饮废水有物理化学法、电化学法和生物处理法。物理化学法主要包括粗粒化法、破乳法、混凝法和磁吸附分离法等,存在处理效果随水质变化有较大波动,处理效率不高,同时还存在着潜在的化学药品残留物的安全性问题,无法普遍推广。 Traditionally, there are physical and chemical methods, electrochemical methods and biological treatment methods for treating catering wastewater. Physical and chemical methods mainly include coarse granulation method, demulsification method, coagulation method and magnetic adsorption separation method, etc. The treatment effect fluctuates greatly with the change of water quality, the treatment efficiency is not high, and there are also potential chemical residues Due to security issues, it cannot be widely promoted. the
电化学法虽较为成熟的方法,但其电耗大,随废水浓度的增加,耗电量也会明显增加,对仪器和设备也有一定的腐蚀性。 Although the electrochemical method is a relatively mature method, its power consumption is large. With the increase of the concentration of wastewater, the power consumption will also increase significantly, and it is also corrosive to instruments and equipment. the
目前的生物法主要有活性污泥法、生物膜法、生物接触氧化法及生物降解法等。活性污泥法作为运用最为广泛的污水处理技术,处理效果较好,操作简便,但其占地面积大,污泥产生量大,且由于餐饮废水中含有大量的表面活性剂,使得污泥膨胀的情况十分突出,并且费用高,在应用上有一定的限制。 The current biological methods mainly include activated sludge method, biofilm method, biological contact oxidation method and biodegradation method. As the most widely used sewage treatment technology, the activated sludge method has good treatment effect and is easy to operate, but it occupies a large area and produces a large amount of sludge. Moreover, because the catering wastewater contains a large amount of surfactant, the sludge bulks The situation is very prominent, and the cost is high, and there are certain restrictions on application. the
发明内容Contents of the invention
针对上述问题,本实用新型研制出一套经济有效的餐饮废水处理装置—气浮-曝气生物滤池法餐饮废水处理装置,结合物理化学法和生物法的优点,在保证处理效果的前提下,克服污泥膨胀,降低工程投资和运行费用。 In view of the above problems, the utility model has developed a set of economical and effective catering wastewater treatment device - air flotation-biological aerated filter method catering wastewater treatment device, combined with the advantages of physical chemistry and biological methods, under the premise of ensuring the treatment effect , to overcome sludge bulking, reduce engineering investment and operating costs. the
本实用新型通过以下技术解决方案来实现: The utility model is realized through the following technical solutions:
一种餐饮废水处理装置包括气浮池、曝气生物池、清水池、消毒设备和鼓风曝气系统组成。 A catering wastewater treatment device consists of an air flotation tank, an aerated biological tank, a clear water tank, disinfection equipment and a blast aeration system. the
所述气浮池为一竖流式气浮池,采用加压溶气气浮方式。 The air flotation pool is a vertical flow air flotation pool, which adopts a pressurized dissolved air flotation method. the
所述曝气生物滤池为一矩形或圆形容器,内部安装滤料和曝气装置。 The biological aerated filter is a rectangular or circular container with filter material and aeration device installed inside. the
所述鼓风曝气系统包括鼓风机、输气管道和曝气装置组成。 The blast aeration system includes a blower, an air pipeline and an aeration device. the
所述气浮池、曝气生物滤池、清水池可采用一体式布置,不需连通管道,节省占地面积和工程投资。 The air flotation tank, the biological aerated filter tank and the clear water tank can be arranged in an integrated manner without connecting pipes, which saves floor area and engineering investment. the
所述气浮池、曝气生物滤池、清水池、消毒设备和鼓风曝气系统可以采用橇装形式,更进一步节省占地面积和工程投资。 The air flotation tank, biological aerated filter tank, clean water tank, disinfection equipment and blast aeration system can be skid-mounted, further saving floor space and engineering investment. the
所述曝气生物滤池内同时存在悬浮微生物和附着微生物,单位体积内微生物总量大,食物链长、菌种丰富,抗冲击负荷能力强,有效克服污泥膨胀的发生。 Suspended microorganisms and attached microorganisms exist in the biological aerated filter, the total amount of microorganisms per unit volume is large, the food chain is long, the strains are rich, and the impact load resistance is strong, which effectively overcomes the occurrence of sludge bulking. the
本实用新型中,污水经进水管进入到气浮池除去污水中的大量总磷、悬浮物和油类,经过曝气生物滤池除去氨氮和有机物,进入清水池,作为缓冲和储存,经消毒设备消毒后出水可以直接回用于厕所冲洗和附近场地绿化。此工艺操作 简单,占地面积小,方便管理。本实用新型采用气浮—曝气生物滤池工艺,能够有效去除悬浮物,克服普通活性污泥工艺污泥膨胀的问题,同时具有生物膜工艺的优点,降低剩余污泥产量,使系统能够稳定运行,易于维护。 In the utility model, the sewage enters the air flotation tank through the water inlet pipe to remove a large amount of total phosphorus, suspended matter and oil in the sewage, and removes ammonia nitrogen and organic matter through the biological aerated filter, and then enters the clear water pool as a buffer and storage, and passes through the disinfection equipment After disinfection, the effluent can be directly reused for toilet flushing and greening of nearby sites. This process is simple to operate, occupies a small area, and is convenient for management. The utility model adopts the air flotation-aeration biological filter process, which can effectively remove suspended matter, overcome the problem of sludge expansion in ordinary activated sludge process, and has the advantages of biofilm process at the same time, reducing the output of excess sludge and making the system stable Operates and is easy to maintain. the
本实用新型实现了气浮、曝气生物滤池工艺的有机结合,在提高处理效率的同时,实现了节地、节能和减排的目的。本实用新型具有以下优点: The utility model realizes the organic combination of air flotation and aerated biological filter process, and realizes the purposes of land saving, energy saving and emission reduction while improving the treatment efficiency. The utility model has the following advantages:
1、本实用新型的反应器结构紧凑,构造简洁,运行操作与维护简单。 1. The reactor of the utility model is compact in structure, simple in structure, simple in operation and maintenance. the
2、本实用新型采用一体式橇装结构,有效节省了占地面积。 2. The utility model adopts an integrated skid-mounted structure, which effectively saves the occupied area. the
3、本实用新型的曝气生物滤池内同时存在生物膜和活性污泥,因而可以大大提高生物量,为硝化菌、反硝化菌以及除磷菌提供适宜的生存条件,进而提高污水除磷脱氮效果,降低工程投资和运行费用。 3. There are biofilm and activated sludge in the biological aerated filter of the utility model, so the biomass can be greatly increased, and suitable living conditions can be provided for nitrifying bacteria, denitrifying bacteria and phosphorus removal bacteria, and then the phosphorus removal of sewage can be improved. Denitrification effect, reduce engineering investment and operating costs. the
4、本实用新型不需混合液回流和污泥回流,节省了动力消耗; 4. The utility model does not need mixed liquid backflow and sludge backflow, which saves power consumption;
5、曝气生物滤池内的微生物世代周期长,产泥量少,节省了污泥处理装置,有利于节能和节地。 5. The microbial generation cycle in the biological aerated filter is long, and the amount of sludge produced is small, which saves the sludge treatment device, which is beneficial to energy saving and land saving. the
总之,本实用新型的一种餐饮废水处理装置采用一体化橇装设计,采用气浮+曝气生物滤池工艺,实现餐饮废水的资源化回用,不仅能够提高处理效率,而且有效地节省基建投资和运行费用,是一种具有很高实用价值的污水处理系统。 In short, a catering wastewater treatment device of the present utility model adopts an integrated skid-mounted design, adopts air flotation + aerated biological filter technology, and realizes resource recycling of catering wastewater, which can not only improve treatment efficiency, but also effectively save infrastructure It is a kind of sewage treatment system with high practical value. the
附图说明Description of drawings
图1为本实用新型一种餐饮废水处理装置的流程图; Fig. 1 is the flow chart of a kind of catering wastewater treatment device of the present utility model;
图2为本实用新型一种餐饮废水处理装置的平面布置图; Fig. 2 is the plane layout drawing of a kind of catering wastewater treatment device of the present utility model;
附图标记 reference sign
1.进水管 2.加药装置 3.气浮池 1.
4.溶气系统 5.曝气生物滤池 6.集水系统 4. Dissolved
7.填料 8.清水池 9.消毒设备 7.
10.出水管 11.反冲洗水泵 12.输气管道 10.
13.曝气装置 14.鼓风机 15.反冲洗水储存池 13.
16.提升泵 17.设备区 16. Lift pump 17. Equipment area
具体实施方式Detailed ways
本实用新型一种餐饮废水处理装置,参照图1,该处理装置包括气浮池3、曝气生物滤池5、清水池8、反冲洗水储存池15和曝气系统12,13,14。气浮池3、曝气生物滤池5和清水池8、反冲洗水储存池15池体依次相连,可以和设备区、曝气系统做成一体式撬装装置。 The utility model is a catering wastewater treatment device. Referring to FIG. 1, the treatment device includes an
污水经隔油后依次进入气浮池3、曝气生物滤池5和清水池8和消毒设备9,出水达标回用。在处理过程中,曝气系统中的鼓风机14通过输气管道12、曝气装置13向曝气生物滤池5连续供空气,以保证其内部微生物的活性。 The sewage enters the
经过测试,本实用新型所述的一种餐饮废水处理装置处理后的外排水可以稳定达到国家GB/T 18920-2002城市污水再生利用城市杂用水水质》要求。对于相同的处理对象,本实用新型的处理效果和效率略高于现有技术,而运行成本可节约10%,工程投资可节约15%左右。 After testing, the external drainage after being treated by a catering wastewater treatment device described in the utility model can stably meet the requirements of the national GB/T 18920-2002 Municipal Wastewater Recycling and Utilization of Urban Miscellaneous Water Quality. For the same processing object, the processing effect and efficiency of the utility model are slightly higher than that of the prior art, while the operating cost can be saved by 10%, and the engineering investment can be saved by about 15%. the
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| CN200920181644XU CN201850191U (en) | 2009-12-09 | 2009-12-09 | A catering wastewater treatment device |
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| CN200920181644XU CN201850191U (en) | 2009-12-09 | 2009-12-09 | A catering wastewater treatment device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102951772A (en) * | 2012-11-29 | 2013-03-06 | 贵州长绿科技有限公司 | Technique for treating restaurant waste water |
| CN103449667A (en) * | 2013-08-30 | 2013-12-18 | 中国地质大学(武汉) | Method for treating restaurant wastewater by using aerobic microorganism and ozone combined technology |
-
2009
- 2009-12-09 CN CN200920181644XU patent/CN201850191U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102951772A (en) * | 2012-11-29 | 2013-03-06 | 贵州长绿科技有限公司 | Technique for treating restaurant waste water |
| CN103449667A (en) * | 2013-08-30 | 2013-12-18 | 中国地质大学(武汉) | Method for treating restaurant wastewater by using aerobic microorganism and ozone combined technology |
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