CN201343462Y - Unpowered siphoning type decanter - Google Patents
Unpowered siphoning type decanter Download PDFInfo
- Publication number
- CN201343462Y CN201343462Y CNU2008202251606U CN200820225160U CN201343462Y CN 201343462 Y CN201343462 Y CN 201343462Y CN U2008202251606 U CNU2008202251606 U CN U2008202251606U CN 200820225160 U CN200820225160 U CN 200820225160U CN 201343462 Y CN201343462 Y CN 201343462Y
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- siphon
- pipe
- switch
- decanting
- decanter
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 43
- 239000007788 liquid Substances 0.000 claims abstract description 10
- 239000010865 sewage Substances 0.000 abstract description 8
- 238000006243 chemical reaction Methods 0.000 abstract description 4
- 230000005484 gravity Effects 0.000 abstract description 3
- 239000006228 supernatant Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 17
- 239000010802 sludge Substances 0.000 description 4
- 208000014451 palmoplantar keratoderma and congenital alopecia 2 Diseases 0.000 description 3
- 238000002306 biochemical method Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 208000028952 Chronic enteropathy associated with SLCO2A1 gene Diseases 0.000 description 1
- 235000013405 beer Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000013361 beverage Nutrition 0.000 description 1
- 238000000525 cavity enhanced absorption spectroscopy Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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Classifications
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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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- Jet Pumps And Other Pumps (AREA)
Abstract
本实用新型无动力虹吸式滗水器,涉及一种污水处理厂滗除反应池内的上清液的设备;当污水处理厂采用序批式活性污泥法工艺时,均需要滗水器滗除反应池内的上清液;本实用新型无动力虹吸式滗水器主要由排气阀(1)、排气管(2)、上部虹吸管(3)、伸缩软管(4)、限位支撑(5)、下部虹吸管(6)、浮筒(7)、虹吸流产生开关(8)、闭气开关(9)、最低液位开关(10)、排水主管(11)、最高滗水水位(12)、最低滗水水位(13)、闭气开关启动水位(14)组成;主要依靠重力及虹吸原理进行滗水;下部虹吸管底部设计有一段低于出水口的U型管;U型管内的水始终不会被排出,起到密封作用;本实用新型无动力消耗,初次投资低,运行费用低,具有很强的适用性。
The utility model relates to an unpowered siphon type decanter, which relates to a device for decanting supernatant liquid in a reaction tank in a sewage treatment plant; The supernatant in the reaction tank; the utility model unpowered siphon decanter is mainly composed of an exhaust valve (1), an exhaust pipe (2), an upper siphon pipe (3), a telescopic hose (4), a limit support ( 5), lower siphon pipe (6), buoy (7), siphon flow generating switch (8), air-holding switch (9), minimum liquid level switch (10), drain main pipe (11), maximum decanting water level (12), Composed of the lowest decanting water level (13) and the starting water level of the closed air switch (14); decanting mainly depends on gravity and siphon principle; the bottom of the lower siphon tube is designed with a U-shaped tube lower than the water outlet; the water in the U-shaped tube will never The utility model has no power consumption, low initial investment, low operating cost and strong applicability.
Description
技术领域 technical field
本实用新型提供一种污水处理用排水设备,主要适用于SBR工艺的CASS、ICEAS、DAT-IAT法等工艺流程时的排水设备。属于污水处理技术领域。The utility model provides a drainage device for sewage treatment, which is mainly suitable for the drainage device in the process flow of the CASS, ICEAS, DAT-IAT method and the like of the SBR process. It belongs to the technical field of sewage treatment.
背景技术 Background technique
城市污水的主要污染物是有机物,因此目前国内外大多采用生化法。在生化法中,有活性污泥法和生物滤池两大类,生物滤池的处理效率不高,卫生条件较差,我国只有少数几座生物滤池城市污水处理厂,而活性污泥法占绝大多数。活性污泥法有很多种形式,使用最广泛的主要有三类:传统活性污泥法、氧化沟、SBR工艺,其中氧化沟和SBR工艺已成为国内中小型污水处理厂的首选工艺。The main pollutants of urban sewage are organic matter, so biochemical methods are mostly used at home and abroad. In the biochemical method, there are two major categories of activated sludge method and biological filter. The vast majority. There are many forms of activated sludge process, and the most widely used are three types: traditional activated sludge process, oxidation ditch, and SBR process, among which oxidation ditch and SBR process have become the preferred processes for small and medium-sized sewage treatment plants in China.
滗水器是CASS法、SBR法1CEAS法等污水处理工艺中最常用的关键设备。在啤酒、食品、饮料、制药等行业的废水和城市污水处理中,以CASS法为主的工艺已得到了广泛应用。Decanter is the most commonly used key equipment in sewage treatment processes such as CASS method, SBR method and CEAS method. In the wastewater and urban sewage treatment of beer, food, beverage, pharmaceutical and other industries, the process based on CASS method has been widely used.
目前污水处理厂常用的滗水器有螺杆旋转式滗水器、虹吸式滗水器、浮筒式滗水器。现有的虹吸式滗水器由于控制不好虹吸措施,且水下部分密封不是很严密,导致无法形成虹吸,同时由于设计原因,无法保证匀速滗水,没有有效的控制滗水量的方法。At present, the commonly used decanters in sewage treatment plants include screw rotary decanters, siphon decanters, and buoy decanters. The existing siphon decanter has poor control of the siphon measures, and the sealing of the underwater part is not very tight, resulting in the inability to form a siphon. At the same time, due to design reasons, it is impossible to ensure uniform decanting, and there is no effective way to control the amount of decanting.
实用新型内容 Utility model content
本实用新型无动力虹吸式滗水器的目的是从根本上解决上述问题,通过排气阀和液位控制开关,严格控制滗水水位和流量,能够保证滗水时设备保持匀速运行,不会影响反应池底的活性污泥。The purpose of this utility model non-powered siphon decanter is to fundamentally solve the above problems. Through the exhaust valve and the liquid level control switch, the water level and flow rate of the decanted water can be strictly controlled, so that the equipment can be kept running at a constant speed during decanting, and will not Affects the activated sludge at the bottom of the reaction tank.
技术方案及有益效果Technical solutions and beneficial effects
1.本实用新型克服了常规的虹吸式滗水器滗水时滗水堰不能追随水位连续排水,本实用新型通过上部虹吸管的特殊构造,保证滗水器的吸水口始终靠近水面,在上清液排出的同时,能随反应池水位的变化而变化,具连续排水的功能。1. The utility model overcomes the fact that the decanting weir cannot follow the water level for continuous drainage when the conventional siphon decanter decants water. The utility model ensures that the water suction port of the decanter is always close to the water surface through the special structure of the upper siphon tube. At the same time as the liquid is discharged, it can change with the change of the water level of the reaction tank, and has the function of continuous drainage.
2.本实用新型在设计时充分考虑定量排水,通过上部虹吸管和闭气开关、虹吸流产生开关及排气阀使虹吸管匀速沿水位下降,达到定量排水的目的。2. The design of this utility model fully considers the quantitative drainage. The upper siphon tube and air-holding switch, the siphon flow generation switch and the exhaust valve make the siphon tube drop along the water level at a uniform speed to achieve the purpose of quantitative drainage.
3.本实用新型的控制方式采用液位开关和排气阀控制上、下虹吸管。从而控制滗水器的工作。操作简便,运行稳定。3. The control method of the utility model adopts the liquid level switch and the exhaust valve to control the upper and lower siphons. Thereby controlling the work of the decanter. It is easy to operate and stable in operation.
4.本实用新型上、下虹吸管之间用耐腐蚀橡胶组成伸缩软管,具有较好的耐腐蚀性和密封性,确保虹吸效果。4. Corrosion-resistant rubber is used to form a flexible hose between the upper and lower siphons of the utility model, which has good corrosion resistance and sealing performance, and ensures the siphon effect.
附图说明 Description of drawings
图1无动力虹吸式滗水器结构示意图,1.排气阀 2.排气管 3.上部虹吸管 4.伸缩软管 5.限位支撑 6.下部虹吸管 7.浮筒 8.虹吸流产生开关 9.闭气开关 10.最低液位开关 11.排水主管 12.最高滗水水位 13.最低滗水水位 14.闭气开关启动水位Figure 1 Structural schematic diagram of unpowered siphon decanter, 1.
具体实施方式 Detailed ways
根据图1一种无动力虹吸式滗水器结构的优选实施方式,本实用新型由排气阀(1)、排气管(2)、上部虹吸管(3)、伸缩软管(4)、限位支撑(5)、下部虹吸管(6)、浮筒(7)、虹吸流产生开关(8)、闭气开关(9)、最低液位开关(10)、排水主管(11)、最高滗水水位(12)、最低滗水水位(13)、闭气开关启动水位(14)组成。排气管(2)一端与排气阀(1)相连接,排气管(2)另一端与上部虹吸管(3)相连接,上部虹吸管(3)与伸缩软管(4)相连接,伸缩软管(4)侧面有限位支撑(5),伸缩软管(4)另一端与浮筒(7)相连接,浮筒(7)位于下部虹吸管(6)上部,排水主管(11)上端与排气管(2)相连接,排水主管(11)下端与下部虹吸管(6)相连接;本实用新型无动力虹吸式滗水器依靠重力及虹吸原理进行滗水。下部虹吸管(6)底部设计有一段低于出水口的U型管。初次滗水时,首先把这一段U型管注满水,在以后的滗水中由于这一段U型管低于出水口,所以U型管的水始终不会被排出。生化池来水时,将排气阀(1)关闭,生化池内的水上升过程中,U型管内的水起密封作用,使空气在排水主管(11)内形成气封阻止水从排水管排出,直至待处理原水至最高水位。当需要滗水时,排气阀(1)打开,排水主管(11)内封住的气体通过排气管(2)从排气阀(1)排出,上清液在重力作用下从排水口排出。当水位接近主管时,闭气开关(9)会发出一个信号,排气阀(1)关闭,出水流形成虹吸状态,继续滗水。当水位达到最低水位时,最低液位开关(10)给出信号,排气阀(1)再度打开,排气管(2)进气将虹吸状态破坏,滗水停止,等待下一个循环。According to a preferred embodiment of the structure of a non-powered siphon decanter in Fig. 1, the utility model consists of an exhaust valve (1), an exhaust pipe (2), an upper siphon pipe (3), a telescopic hose (4), a limiter Level support (5), lower siphon pipe (6), buoy (7), siphon flow generating switch (8), air-holding switch (9), minimum liquid level switch (10), drain main pipe (11), maximum decanting water level ( 12), the lowest decanting water level (13), and the start-up water level of the air-holding switch (14). One end of the exhaust pipe (2) is connected to the exhaust valve (1), the other end of the exhaust pipe (2) is connected to the upper siphon pipe (3), and the upper siphon pipe (3) is connected to the telescopic hose (4). The hose (4) has a limited support (5) on the side, and the other end of the telescopic hose (4) is connected to the buoy (7). The pipes (2) are connected, and the lower end of the drainage main pipe (11) is connected with the lower siphon pipe (6); the non-powered siphon decanter of the utility model relies on gravity and siphon principle to decant water. A section of U-shaped pipe lower than the water outlet is designed at the bottom of the lower siphon (6). When decanting water for the first time, first fill this section of U-shaped tube with water. In subsequent decanting water, because this section of U-shaped tube is lower than the water outlet, the water in the U-shaped tube will never be discharged. When the water comes from the biochemical pool, close the exhaust valve (1). When the water in the biochemical pool rises, the water in the U-shaped pipe acts as a seal, so that the air forms an air seal in the main drainage pipe (11) to prevent water from being discharged from the drain pipe. , until the raw water to be treated reaches the maximum water level. When it is necessary to decant water, the exhaust valve (1) is opened, and the gas trapped in the drain main pipe (11) is discharged from the exhaust valve (1) through the exhaust pipe (2), and the supernatant is discharged from the drain port under the action of gravity. discharge. When the water level was close to the main pipe, the gas-holding switch (9) would send a signal, the exhaust valve (1) would be closed, and the outlet water flow would form a siphon state and continue to decant water. When the water level reaches the minimum water level, the minimum liquid level switch (10) gives a signal, the exhaust valve (1) is opened again, the air intake of the exhaust pipe (2) destroys the siphon state, and the decanting stops, waiting for the next cycle.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202251606U CN201343462Y (en) | 2008-12-11 | 2008-12-11 | Unpowered siphoning type decanter |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202251606U CN201343462Y (en) | 2008-12-11 | 2008-12-11 | Unpowered siphoning type decanter |
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| Publication Number | Publication Date |
|---|---|
| CN201343462Y true CN201343462Y (en) | 2009-11-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008202251606U Expired - Fee Related CN201343462Y (en) | 2008-12-11 | 2008-12-11 | Unpowered siphoning type decanter |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968326A (en) * | 2017-04-27 | 2017-07-21 | 台州学院 | A mobile siphon decanter |
| CN113213656A (en) * | 2021-03-23 | 2021-08-06 | 高和平 | Novel system for treating coking wastewater by catalytic oxidation method |
| CN114506922A (en) * | 2022-03-02 | 2022-05-17 | 山东问清环境科技有限公司 | Unpowered constant water level automatic drainer and drainage method thereof |
-
2008
- 2008-12-11 CN CNU2008202251606U patent/CN201343462Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968326A (en) * | 2017-04-27 | 2017-07-21 | 台州学院 | A mobile siphon decanter |
| CN113213656A (en) * | 2021-03-23 | 2021-08-06 | 高和平 | Novel system for treating coking wastewater by catalytic oxidation method |
| CN114506922A (en) * | 2022-03-02 | 2022-05-17 | 山东问清环境科技有限公司 | Unpowered constant water level automatic drainer and drainage method thereof |
| CN114506922B (en) * | 2022-03-02 | 2023-04-25 | 山东问清环境科技有限公司 | Unpowered constant-water-level automatic drainer and drainage method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091111 Termination date: 20101211 |
