[go: up one dir, main page]

CN105948425B - Papermaking wastewater treatment system - Google Patents

Papermaking wastewater treatment system Download PDF

Info

Publication number
CN105948425B
CN105948425B CN201610570924.4A CN201610570924A CN105948425B CN 105948425 B CN105948425 B CN 105948425B CN 201610570924 A CN201610570924 A CN 201610570924A CN 105948425 B CN105948425 B CN 105948425B
Authority
CN
China
Prior art keywords
tank
flocculation
water
flocculating setting
basin
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.)
Active
Application number
CN201610570924.4A
Other languages
Chinese (zh)
Other versions
CN105948425A (en
Inventor
潘建文
周志娟
潘健康
潘建勋
张庆哲
周丽娟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Qiankun Environmental Protection Co ltd
Original Assignee
Qian Kun Environmental Protection Ltd By Share Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Qian Kun Environmental Protection Ltd By Share Ltd filed Critical Qian Kun Environmental Protection Ltd By Share Ltd
Priority to CN201610570924.4A priority Critical patent/CN105948425B/en
Publication of CN105948425A publication Critical patent/CN105948425A/en
Application granted granted Critical
Publication of CN105948425B publication Critical patent/CN105948425B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/26Nature of the water, waste water, sewage or sludge to be treated from the processing of plants or parts thereof
    • C02F2103/28Nature of the water, waste water, sewage or sludge to be treated from the processing of plants or parts thereof from the paper or cellulose industry
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/08Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/10Solids, e.g. total solids [TS], total suspended solids [TSS] or volatile solids [VS]
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2303/00Specific treatment goals
    • C02F2303/02Odour removal or prevention of malodour

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

一种造纸废水处理系统,包括废水池、第一道絮凝沉降池、纤维回收器、第二道絮凝沉降池、生物降解池和回用水池,废水池连接到第一道絮凝沉降池的进水端,第一道絮凝沉降池的水排出端通过管道连接到纤维回收器的进水端,所述纤维回收器的水排出端连接到第二道絮凝沉降池进水端,所述第二道絮凝沉降池的水排出端连接到生物降解池的进水端,生物降解池的水排出端连接到回用水池,第一道絮凝沉降池的底部设置有污泥池,第二道絮凝沉降池包括上层、中层和底层,所述上层、中层和底层分别设置有连接到生物沉降池的排水管、连接到第一道絮凝沉降池的回流管和连接到污泥池的排污管。本发明废水处理效果彻底,能耗低,有利于推广应用。

A papermaking wastewater treatment system, including a waste water tank, a first flocculation sedimentation tank, a fiber recycler, a second flocculation sedimentation tank, a biodegradation tank and a reuse water tank, the waste water tank is connected to the inlet water of the first flocculation sedimentation tank end, the water discharge end of the first flocculation settling tank is connected to the water inlet end of the fiber recovery device through a pipeline, and the water discharge end of the fiber recovery device is connected to the water inlet end of the second flocculation settlement tank, and the second The water discharge end of the flocculation settling tank is connected to the water inlet end of the biodegradation tank, and the water discharge end of the biodegradation tank is connected to the reuse water tank. The bottom of the first flocculation settling tank is provided with a sludge tank, and the second flocculation settling tank It includes an upper layer, a middle layer and a bottom layer, and the upper layer, the middle layer and the bottom layer are respectively provided with drainage pipes connected to biological sedimentation tanks, return pipes connected to the first flocculation sedimentation tank and sewage discharge pipes connected to sludge tanks. The waste water treatment effect of the invention is thorough, the energy consumption is low, and it is favorable for popularization and application.

Description

造纸废水处理系统Papermaking wastewater treatment system

技术领域technical field

本发明涉及一种低耗的造纸废水处理系统,属于工业废水处理领域。The invention relates to a low-consumption papermaking wastewater treatment system, which belongs to the field of industrial wastewater treatment.

背景技术Background technique

水是生命之源,世界性的水匮乏问题越来越严重,节约用水一直被提倡,作为用水大户的工业生产行业,更应该做好工业用水的减排,提高水的循环利用率,避免工业用水的浪费。Water is the source of life. The worldwide water scarcity problem is becoming more and more serious. Water conservation has always been advocated. As a large water consumer, industrial production industries should do a good job in reducing industrial water discharge, improving water recycling rate, and avoiding industrial waste. Waste of water.

同时,环境污染问题也日趋严重,提高环保意识,减少污染物,尤其是工业生产的污水或废水的排放,是造成环境污染的重要原因之一,如何处理工业污水或废水的排放成为减少环境污染的一个重要措施。At the same time, the problem of environmental pollution is becoming more and more serious. Improving environmental awareness and reducing pollutants, especially the discharge of sewage or wastewater from industrial production, is one of the important causes of environmental pollution. How to deal with the discharge of industrial sewage or wastewater has become a key factor in reducing environmental pollution an important measure.

造纸行业是一个污染水源排放严重的行业,造纸过程需要使用大量的水,传统的造纸厂排放大量污染水源,对水质和土壤都会产生污染,还有产生大量的难闻的气味。造纸厂排放的废水中含有造纸过程中残留在废水中的造纸纤维,造成造纸纤维的流失和浪费;造纸厂的废水中还含有造纸添加剂,大部分的造纸添加剂是不可挥发的,会残留在土壤或污水中,排放在环境中会造成长时间无法消除的污染。The papermaking industry is an industry that pollutes water sources seriously. The papermaking process requires a large amount of water. Traditional paper mills discharge a large amount of polluted water sources, polluting water quality and soil, and producing a lot of unpleasant odors. The wastewater discharged from the paper mill contains the papermaking fibers remaining in the wastewater during the papermaking process, resulting in the loss and waste of papermaking fibers; the wastewater from the paper mill also contains papermaking additives, most of which are non-volatile and will remain in the soil Or sewage, discharge in the environment will cause pollution that cannot be eliminated for a long time.

制浆造纸工业的整个生产过程需要大量的水,这些水在生产过程中汇集了大量的工业有害物质,既无法直接利用,直接排放又会污染环境,因此,对制浆造纸过程各阶段产生的废水进行回收再利用,有着显著的经济和社会价值,决定着造纸企业的生存和发展。The entire production process of the pulp and paper industry requires a large amount of water, which collects a large amount of industrial harmful substances during the production process, which cannot be directly used, and will pollute the environment if it is directly discharged. The recycling and reuse of wastewater has significant economic and social value and determines the survival and development of papermaking enterprises.

在造纸行业中,通常使用化学沉淀、气浮处理以及生物氧化等等处方法对污水或废水处理。In the paper industry, chemical precipitation, air flotation treatment and biological oxidation are usually used to treat sewage or wastewater.

目前造纸环保一级处理传统工艺为初沉淀或物化絮凝沉淀,絮凝工艺去除效率高,尤其是可以去除大量高分子难降解的邮寄污染物,这为下一步进行生化处理奠定了基础,然而,这样的处理仅适用于负荷较低的废水。欧洲国家在物化处理上最为先进,基本已淘汰平流沉淀池,采用奶冲澄清池、悬浮澄清池等先进沉淀技术。At present, the traditional process of primary environmental protection treatment of papermaking is primary precipitation or physical and chemical flocculation precipitation. The flocculation process has high removal efficiency, especially it can remove a large number of postal pollutants that are difficult to degrade, which lays the foundation for the next step of biochemical treatment. However, such The treatment is only suitable for wastewater with a low load. European countries are the most advanced in terms of physical and chemical treatment, and have basically eliminated advection sedimentation tanks and adopted advanced sedimentation technologies such as milk flushing clarifiers and suspension clarifiers.

近年来生物膜超过滤技术、反渗透、电透析、离子交换处理手段不断出现。在造纸行业中,一方面由于处理成本太高,另一方面由于造纸废水的成分复杂,处理难度大,因此,至今尚没有工业化的成熟处理技术可用。In recent years, biofilm ultrafiltration technology, reverse osmosis, electrodialysis, and ion exchange treatment methods have emerged continuously. In the papermaking industry, on the one hand, due to the high cost of treatment, and on the other hand, due to the complex composition of papermaking wastewater, the treatment is difficult. Therefore, there is no mature industrialized treatment technology available so far.

发明人经过检索发现专利号为2009100012718,专利名称为造纸废水的处理方法的发明专利公开了通过过滤、UPCB处理、生化处理,以及深度处理的造纸废水处理方法,其发明点在于采用了UPCB处理工艺,达到目的是以较低的废水的成本,废水的处理效率高,而且能达到令人满意的结果。本发明的没有考虑到气浮法,一种废水处理效果很好,且成本不高的处理工艺,UPCB处理工艺的要求控制参数非常复杂,在工业应用上存在很大的很难实现难题。After searching, the inventor found that the patent number is 2009100012718, and the patent name is the invention patent of papermaking wastewater treatment method, which discloses the papermaking wastewater treatment method through filtration, UPCB treatment, biochemical treatment, and advanced treatment. The invention is based on the UPCB treatment process , to achieve the purpose is to lower the cost of waste water, the waste water treatment efficiency is high, and can achieve satisfactory results. The present invention does not take into account the air flotation method, a treatment process with good wastewater treatment effect and low cost. The required control parameters of the UPCB treatment process are very complicated, and there are great difficulties in industrial applications that are difficult to implement.

发明人还检索到一篇专利号为2009100012703,专利名称为造纸废水的处理方法的发明专利,该专利公开了利用过滤、絮凝沉淀、QA2O处理,以及深度处理,该专利的发明点在于使用QA2O处理处理工艺代替常规的生化处理方法,达到节约成本,处理效果好,工艺简单的有益效果。但是这样的工艺需要使用大量的化学药剂,残留在处理后的废水中,对于废水的再次使用带来很多限制问题。The inventor also retrieved an invention patent with the patent number 2009100012703 and the patent name is the treatment method of papermaking wastewater. This patent discloses the use of filtration, flocculation sedimentation, QA2O treatment, and advanced treatment. The invention of this patent lies in the use of QA2O treatment The treatment process replaces the conventional biochemical treatment method to achieve the beneficial effects of cost saving, good treatment effect and simple process. However, such a process requires the use of a large amount of chemicals, which remain in the treated wastewater, which brings many restrictions on the reuse of wastewater.

且两项专利均没有考虑废水中的纤维回收问题,浪费了废水中的纤维。And both patents do not consider the fiber recovery problem in the waste water, wasting the fiber in the waste water.

发明内容Contents of the invention

为了解决上述存在的问题,本发明公开了一种低耗的造纸废水处理系统,本废水处理系统充分利用絮凝沉降的废水处理工艺,是一种较为低耗的废水处理方式,能达到理想的造纸废水处理效果。In order to solve the above existing problems, the present invention discloses a low-consumption papermaking wastewater treatment system. This wastewater treatment system makes full use of the wastewater treatment process of flocculation and sedimentation. It is a relatively low-consumption wastewater treatment method that can achieve ideal papermaking The effect of wastewater treatment.

一种低耗的造纸废水处理系统,其特征是包括废水池、第一道絮凝沉降池、纤维回收器、第二道絮凝沉降池、生物降解池和回用水池,所述废水池连接来自造纸车间的废水排放管道,所述废水池中的废水通过废水管道输送到第一道絮凝沉降池的进水端,所述第一道絮凝沉降池的水排出端通过管道连接到纤维回收器的进水端,所述纤维回收器的水排出端连接到第二道絮凝沉降池进水端,所述第二道絮凝沉降池的水排出端连接到生物降解池的进水端,生物降解池的水排出端连接到回用水池。A low-consumption papermaking wastewater treatment system is characterized in that it includes a waste water tank, a first flocculation sedimentation tank, a fiber recycler, a second flocculation sedimentation tank, a biodegradation tank and a reuse water tank, and the waste water tank is connected to The waste water discharge pipeline of the workshop, the waste water in the waste water tank is transported to the water inlet end of the first flocculation settling tank through the waste water pipeline, and the water discharge end of the first flocculation settling tank is connected to the inlet of the fiber recovery device through a pipeline. Water end, the water discharge end of the fiber recycler is connected to the water inlet end of the second flocculation sedimentation tank, the water discharge end of the second flocculation sedimentation tank is connected to the water inlet end of the biodegradation tank, the biodegradation tank The water discharge end is connected to the reuse water tank.

所述第一道絮凝沉降池的底部设置有污泥池。A sludge tank is arranged at the bottom of the first flocculation-settling tank.

所述第二道絮凝沉降池包括有三层,分别为上层、中层和底层,所述上层、中层和底层分别设置有连接到生物沉降池的排水管、连接到第一道絮凝沉降池的回流管和连接到污泥池的排污管。The second flocculation-settling tank includes three layers, namely the upper layer, the middle layer and the bottom layer. The upper layer, the middle layer and the bottom layer are respectively provided with drain pipes connected to the biological sedimentation tank and return pipes connected to the first flocculation-settling tank. and the sewage pipe connected to the sludge tank.

所述第二道絮凝沉降池的上层与中层之间和中层与底层之间分别设置有过滤层。Filter layers are respectively arranged between the upper layer and the middle layer and between the middle layer and the bottom layer of the second flocculation sedimentation tank.

所述第一道絮凝沉降池有两个以上,且两个以上的第一道絮凝沉降池串联连接,第一道絮凝沉降池的水排出端连接到相邻的第一道絮凝沉降池的进水端,所有第一道絮凝沉降池共用一个污泥池。There are more than two first flocculation-settling tanks, and more than two first flocculation-settling tanks are connected in series, and the water discharge end of the first flocculation-settling tank is connected to the inlet of the adjacent first flocculation-settling tank. At the water end, all the first flocculation and settling tanks share a sludge tank.

所述第二道絮凝沉降池有两个以上,且两个以上的第二道絮凝沉降池串联连接,第二道絮凝沉降池的水排出端连接到相邻的第二道絮凝沉降池的进水端,所有的第二道絮凝沉降池的上层、中层和底层分别设置有连接到生物降解池的排水管、连接到第一道絮凝沉降池的回流管和连接到污泥池的排污管,所有第二道絮凝沉降池共用一个污泥池。The second flocculation-settling tank has more than two, and more than two second flocculation-settling tanks are connected in series, and the water discharge end of the second flocculation-settling tank is connected to the inlet of the adjacent second flocculation-settling tank. At the water end, the upper, middle and bottom layers of all the second flocculation-settling tanks are respectively provided with drainage pipes connected to the biodegradation tank, return pipes connected to the first flocculation-settling tank and sewage pipes connected to the sludge tank, All the second flocculation settling tanks share one sludge tank.

所述所有的第一道絮凝沉降池和所有的第二道絮凝沉降池共用一个污泥池。All the first flocculation-settling tanks and all the second flocculation-settling tanks share one sludge tank.

本发明的工作原理是:The working principle of the present invention is:

1、造纸厂排放的造纸废水首先排放到废水池,废水池承接和存储着废水,供后续处理工序抽取;1. The papermaking wastewater discharged from the paper mill is first discharged to the wastewater pool, which accepts and stores the wastewater for extraction in the subsequent treatment process;

2、从废水池中抽取来的造纸废水,直接来自废水池中的造纸废水中含有大量的SS、COD、BOD等污染、有害物质,此废水进入第一道絮凝沉降池,通过在废水中增加絮凝剂和助凝剂,增强废水中的污染物、有害物质的絮凝、沉降,沉降下来的有害物质排放到污泥池,进一步处理,沉降处理的上层废水,进入纤维回收器;2. The papermaking wastewater extracted from the wastewater tank directly comes from the wastewater tank. The papermaking wastewater contains a large amount of SS, COD, BOD and other polluting and harmful substances. This wastewater enters the first flocculation and sedimentation tank. Flocculants and coagulants enhance the flocculation and settlement of pollutants and harmful substances in wastewater, and the settled harmful substances are discharged to the sludge tank for further treatment, and the upper layer of wastewater that is settled and treated enters the fiber recycler;

3、通过一道絮凝沉降处理的废水张的SS大量减少,废水对纤维回收器的伤害会大大降低,回收的造纸纤维的纯度和干净度要高很多,有利于设备的友好长期使用;3. The SS of the waste water sheet treated by a flocculation and sedimentation is greatly reduced, the damage of the waste water to the fiber recycler will be greatly reduced, and the purity and cleanliness of the recovered papermaking fibers are much higher, which is conducive to the friendly and long-term use of the equipment;

4、经过纤维回收器处理后的废水中的SS和造纸纤维大大降低,废水中的COD、BOD等污染也有一定的程度的去除,再经过第二道絮凝沉降,进一步去除废水中的COD、BOD等污染,提高废水的清澈程度,让废水的有害物质含量降低;4. The SS and papermaking fibers in the wastewater treated by the fiber recycler are greatly reduced, and the COD, BOD and other pollution in the wastewater are also removed to a certain extent. After the second flocculation and sedimentation, the COD and BOD in the wastewater are further removed. Wait for pollution, improve the clarity of wastewater, and reduce the content of harmful substances in wastewater;

5、生物降解能去除废水难为的气味,提高废水的清澈程度,去除没有被絮凝沉降下来的污染物质,让废水最终达到造纸车间回用水的标准。5. Biodegradation can remove the unpleasant smell of wastewater, improve the clarity of wastewater, and remove pollutants that have not been flocculated and settled, so that wastewater can finally reach the standard of reuse water in papermaking workshops.

本发明的有益效果:Beneficial effects of the present invention:

(1) 主要通过絮凝沉降去除废水中的SS、COD、BOD等污染、有害物质,耗能低,处理过程比较温和,对设备的要求低;(1) It mainly removes SS, COD, BOD and other pollution and harmful substances in wastewater through flocculation and sedimentation, with low energy consumption, relatively mild treatment process, and low requirements for equipment;

(2)废水经过第一道絮凝沉降后,去除了大部分的SS,然后进行纤维回收,废水对纤维回收设备的伤害小,且回收得到的纤维比较干净,纯度高,有利于降低回收的造纸纤维在制浆过程中的再次使用时,污染物的带入量;(2) After the waste water undergoes the first flocculation and sedimentation, most of the SS is removed, and then the fiber is recycled. The waste water does little damage to the fiber recycling equipment, and the recycled fiber is relatively clean and high in purity, which is beneficial to reduce the papermaking cost of recycling. The amount of pollutants brought in when the fiber is reused in the pulping process;

(3) 第二道絮凝沉降处理得到的上层废水是比较干净的处理后的废水,可以直接输送到生物沉降池后,经过生物沉降达到回用水标准,第二道絮凝沉降处理得到的中层废水是COD、BOD等污染、有害物质相对集中的水层,输送到第一道絮凝沉降池,再次被絮凝处理,提高废水的处理的效果;(3) The upper layer of wastewater obtained from the second flocculation and sedimentation treatment is relatively clean treated wastewater, which can be directly transported to the biological sedimentation tank, and then reaches the reuse water standard through biological sedimentation. The middle layer of wastewater obtained from the second flocculation and sedimentation treatment is The water layer where COD, BOD and other polluted and harmful substances are relatively concentrated is transported to the first flocculation sedimentation tank, where it is flocculated again to improve the effect of wastewater treatment;

(4) 第一道絮凝沉降处理和第二道絮凝沉降处理的沉降下来的污泥进入污泥池,进一步在污泥池中对污泥中的有害物质进行处理,使得沉降下来的物质达到环境排放标准。(4) The settled sludge from the first flocculation-settling treatment and the second flocculation-settling treatment enters the sludge tank, and the harmful substances in the sludge are further treated in the sludge tank, so that the settled substances reach the environment Emission Standards.

附图说明Description of drawings

图1是本发明的设备连接关系示意图。Fig. 1 is a schematic diagram of the device connection relationship of the present invention.

具体实施方式Detailed ways

下面结合附图和具体实施方式,进一步阐明本发明。应理解下述具体实施方式仅用于说明本发明而不用于限制本发明的范围。The present invention will be further explained below in conjunction with the accompanying drawings and specific embodiments. It should be understood that the following specific embodiments are only used to illustrate the present invention but not to limit the scope of the present invention.

附图仅是本发明的一个具体实施例。The accompanying drawing is only a specific embodiment of the present invention.

实施例1:Example 1:

图1是本发明的设备连接关系示意图,结合附图可见,本发明包括废水池、第一道絮凝沉降池、纤维回收器、第二道絮凝沉降池、生物降解池、污泥池和回用水池,所述废水池连接来自造纸车间的废水排放管道,所述废水池中的废水通过废水管道输送到第一道絮凝沉降池的进水端,所述第一道絮凝沉降池的水排出端通过管道连接到纤维回收器的进水端,所述纤维回收器的水排出端连接到第二道絮凝沉降池进水端,所述第二道絮凝沉降池的水排出端连接到生物降解池的进水端,生物降解池的水排出端连接到回用水池。Fig. 1 is a schematic diagram of the connection relationship of the equipment of the present invention. It can be seen in conjunction with the accompanying drawings that the present invention includes a waste water tank, a first flocculation settlement tank, a fiber recovery device, a second flocculation settlement tank, a biodegradation tank, a sludge tank and a recycling tank. A water pool, the waste water pool is connected to the waste water discharge pipeline from the papermaking workshop, the waste water in the waste water pool is transported to the water inlet end of the first flocculation settling tank through the waste water pipeline, and the water discharge end of the first flocculation settling tank Connect to the water inlet end of the fiber recovery device through a pipeline, the water discharge end of the fiber recovery device is connected to the water inlet end of the second flocculation settlement tank, and the water discharge end of the second flocculation settlement tank is connected to the biodegradation tank The water inlet end of the biodegradation pool is connected to the reuse water pool.

所述第一道絮凝沉降池的底部设置有污泥池。污泥池用来处理第一道絮凝沉降池中沉降下来的污染物质。A sludge tank is arranged at the bottom of the first flocculation-settling tank. The sludge tank is used to treat the pollutants settled in the first flocculation and sedimentation tank.

所述第二道絮凝沉降池包括有三层,分别为上层、中层和底层,所述上层、中层和底层分别设置有连接到生物沉降池的排水管、连接到第一道絮凝沉降池的回流管和连接到污泥池的排污管。将第二道絮凝沉降池分三个阶层处理,提高处理效果。The second flocculation-settling tank includes three layers, namely the upper layer, the middle layer and the bottom layer. The upper layer, the middle layer and the bottom layer are respectively provided with drain pipes connected to the biological sedimentation tank and return pipes connected to the first flocculation-settling tank. and the sewage pipe connected to the sludge tank. The second flocculation sedimentation tank is divided into three stages for treatment to improve the treatment effect.

所述第二道絮凝沉降池的上层与中层之间和中层与底层之间分别设置有过滤层。Filter layers are respectively arranged between the upper layer and the middle layer and between the middle layer and the bottom layer of the second flocculation sedimentation tank.

实施例2:Example 2:

所述第一道絮凝沉降池有两个以上,且两个以上的第一道絮凝沉降池串联连接,第一道絮凝沉降池的水排出端连接到相邻的第一道絮凝沉降池的进水端,所有第一道絮凝沉降池共用一个污泥池。There are more than two first flocculation-settling tanks, and more than two first flocculation-settling tanks are connected in series, and the water discharge end of the first flocculation-settling tank is connected to the inlet of the adjacent first flocculation-settling tank. At the water end, all the first flocculation and settling tanks share a sludge tank.

废水池、纤维回收器、第二道絮凝沉降池、生物降解池、污泥池和回用水池的连接关系跟实施例1一致。The connection relationship between the waste water tank, the fiber recoverer, the second flocculation and sedimentation tank, the biodegradation tank, the sludge tank and the reused water tank is consistent with that of Embodiment 1.

实施例3:Example 3:

所述第二道絮凝沉降池有两个以上,且两个以上的第二道絮凝沉降池串联连接,第二道絮凝沉降池的水排出端连接到相邻的第二道絮凝沉降池的进水端,所有的第二道絮凝沉降池的上层、中层和底层分别设置有连接到生物降解池的排水管、连接到第一道絮凝沉降池的回流管和连接到污泥池的排污管,所有第二道絮凝沉降池共用一个污泥池。The second flocculation-settling tank has more than two, and more than two second flocculation-settling tanks are connected in series, and the water discharge end of the second flocculation-settling tank is connected to the inlet of the adjacent second flocculation-settling tank. At the water end, the upper, middle and bottom layers of all the second flocculation-settling tanks are respectively provided with drainage pipes connected to the biodegradation tank, return pipes connected to the first flocculation-settling tank and sewage pipes connected to the sludge tank, All the second flocculation settling tanks share one sludge tank.

废水池、纤维回收器、第一道絮凝沉降池、生物降解池、污泥池和回用水池的连接关系跟实施例1一致。The connection relationship of the waste water tank, the fiber recoverer, the first flocculation and sedimentation tank, the biodegradation tank, the sludge tank and the reused water tank is consistent with that of Embodiment 1.

实施例4:Example 4:

所述第一道絮凝沉降池和第二道絮凝沉降池均有两个以上,两个以上的第一道絮凝沉降池和第二道絮凝沉降池的连接关系跟实施例2和实施例3一致。The first flocculation-settling tank and the second flocculation-settling tank have more than two, and the connection relationship between more than two first flocculation-settling tanks and the second flocculation-settling tank is consistent with Embodiment 2 and Embodiment 3 .

实施例5:Example 5:

所述第一道絮凝沉降池和第二道絮凝沉降池均有两个以上,两个以上的第一道絮凝沉降池和第二道絮凝沉降池的连接关系跟实施例2和实施例3一致,且所述所有的第一道絮凝沉降池和所有的第二道絮凝沉降池共用一个污泥池。The first flocculation-settling tank and the second flocculation-settling tank have more than two, and the connection relationship between more than two first flocculation-settling tanks and the second flocculation-settling tank is consistent with Embodiment 2 and Embodiment 3 , and all the first flocculation-settling tanks and all the second flocculation-settling tanks share one sludge tank.

本发明方案所公开的技术手段不仅限于上述技术手段所公开的技术手段,还包括由以上技术特征任意组合所组成的技术方案。The technical means disclosed in the solution of the present invention are not limited to the technical means disclosed in the above technical means, but also include technical solutions composed of any combination of the above technical features.

以上述依据本发明的理想实施例为启示,通过上述的说明内容,相关工作人员完全可以在不偏离本项发明技术思想的范围内,进行多样的变更以及修改。本项发明的技术性范围并不局限于说明书上的内容,必须要根据权利要求范围来确定其技术性范围。Inspired by the above-mentioned ideal embodiment according to the present invention, through the above-mentioned description content, relevant workers can make various changes and modifications within the scope of not departing from the technical idea of the present invention. The technical scope of the present invention is not limited to the content in the specification, but must be determined according to the scope of the claims.

Claims (1)

1. a kind of method of work of the papermaking wastewater treatment system of low consumption, it is characterized in that, papermaking wastewater treatment system includes waste water Pond, first of Flocculating setting basin, fiber recoverer, second Flocculating setting basin, biodegradable pond and reuse pool, the waste water Pond connects the discharge of wastewater pipeline from paper machine room, and the waste water in the wastewater disposal basin is transported to first of wadding by waste pipe The water inlet end of solidifying settling tank, the water outlet side of first of Flocculating setting basin are connected to the water inlet of fiber recoverer by pipeline End, the water outlet side of the fiber recoverer are connected to second Flocculating setting basin water inlet end, the second Flocculating setting basin Water outlet side be connected to the water inlet end in biodegradable pond, the water outlet side in biodegradable pond is connected to reuse pool;
The bottom of first of Flocculating setting basin is provided with sludge-tank;
The second Flocculating setting basin includes three layers, respectively upper strata, middle level and bottom, the upper strata, middle level and bottom It is respectively arranged with and is connected to the drainpipe in biodegradable pond, is connected to the return duct of first Flocculating setting basin and is connected to sludge The blow-off pipe in pond, filtering is respectively arranged between the upper strata and middle level of the second Flocculating setting basin between middle level and bottom Layer;
First of Flocculating setting basin has two or more, and more than two first of Flocculating setting basin is connected in series, and first The water outlet side of road Flocculating setting basin is connected to the water inlet end of first adjacent of Flocculating setting basin, all first of flocculating settings Pond shares a sludge-tank;
The second Flocculating setting basin has two or more, and more than two second Flocculating setting basins are connected in series, and second The water outlet side of road Flocculating setting basin is connected to the water inlet end of adjacent second Flocculating setting basin, and the flocculation of all seconds is heavy Upper strata, middle level and the bottom in drop pond, which are respectively arranged with, to be connected to the drainpipe in biodegradable pond, is connected to first of flocculating setting The return duct in pond and the blow-off pipe for being connected to sludge-tank, all second Flocculating setting basins share a sludge-tank;
The method of work, including:The paper waste come is extracted from wastewater disposal basin, into first of Flocculating setting basin, is passed through Increase flocculant and flocculation aid in waste water, strengthen flocculation, the sedimentation of the pollutant, harmful substance in waste water, settle down Discharge of poisonous waste is further handled to sludge-tank;The upper strata waste water of settlement treatment, into fiber recoverer.
CN201610570924.4A 2014-10-24 2014-10-24 Papermaking wastewater treatment system Active CN105948425B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610570924.4A CN105948425B (en) 2014-10-24 2014-10-24 Papermaking wastewater treatment system

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201410570439.8A CN104355486B (en) 2014-10-24 2014-10-24 Low-consumption papermaking wastewater treatment system
CN201610570924.4A CN105948425B (en) 2014-10-24 2014-10-24 Papermaking wastewater treatment system

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
CN201410570439.8A Division CN104355486B (en) 2014-10-24 2014-10-24 Low-consumption papermaking wastewater treatment system

Publications (2)

Publication Number Publication Date
CN105948425A CN105948425A (en) 2016-09-21
CN105948425B true CN105948425B (en) 2018-05-15

Family

ID=52522827

Family Applications (4)

Application Number Title Priority Date Filing Date
CN201610570922.5A Active CN106116023B (en) 2014-10-24 2014-10-24 A kind of working method of waste water treatment system
CN201610570924.4A Active CN105948425B (en) 2014-10-24 2014-10-24 Papermaking wastewater treatment system
CN201410570439.8A Expired - Fee Related CN104355486B (en) 2014-10-24 2014-10-24 Low-consumption papermaking wastewater treatment system
CN201610570925.9A Active CN106186516B (en) 2014-10-24 2014-10-24 A kind of waste water treatment system

Family Applications Before (1)

Application Number Title Priority Date Filing Date
CN201610570922.5A Active CN106116023B (en) 2014-10-24 2014-10-24 A kind of working method of waste water treatment system

Family Applications After (2)

Application Number Title Priority Date Filing Date
CN201410570439.8A Expired - Fee Related CN104355486B (en) 2014-10-24 2014-10-24 Low-consumption papermaking wastewater treatment system
CN201610570925.9A Active CN106186516B (en) 2014-10-24 2014-10-24 A kind of waste water treatment system

Country Status (1)

Country Link
CN (4) CN106116023B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104692593A (en) * 2015-02-28 2015-06-10 江苏高科物流科技股份有限公司 Treatment method applied to industrial wastewater
CN105036483A (en) * 2015-08-14 2015-11-11 云南汉光纸业有限公司 Multi-stage treatment and recycling system for white water of paper mill
CN105399268A (en) * 2015-09-29 2016-03-16 贵州富泰凯纸业有限公司 System and method of energy conservation and emission reduction for recycling sewage
CN113149335A (en) * 2021-03-12 2021-07-23 昆山市水利设计院有限公司 Be used for black and odorous river course sewage layering to administer mechanism and synthesize renovation system
CN114477383A (en) * 2022-02-22 2022-05-13 浙江理工大学 A low-voltage direct current U-shaped tubular protein flocculator

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101428941A (en) * 2008-12-17 2009-05-13 中冶华天工程技术有限公司 Process and apparatus for treating wastewater from pulping papermaking
CN103553267A (en) * 2013-10-12 2014-02-05 遵义县新昌纸业有限公司 Zero-discharge treatment process of papermaking wastewater

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20050247622A1 (en) * 2004-04-28 2005-11-10 Long Dennis J Anaerobic biological treatments

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101428941A (en) * 2008-12-17 2009-05-13 中冶华天工程技术有限公司 Process and apparatus for treating wastewater from pulping papermaking
CN103553267A (en) * 2013-10-12 2014-02-05 遵义县新昌纸业有限公司 Zero-discharge treatment process of papermaking wastewater

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
"浅谈造纸废水处理工程设计";刘汝鹏等;《工业水处理》;20041231;第24卷(第12期);全文 *

Also Published As

Publication number Publication date
CN106186516B (en) 2018-04-24
CN104355486A (en) 2015-02-18
CN104355486B (en) 2017-02-01
CN105948425A (en) 2016-09-21
CN106186516A (en) 2016-12-07
CN106116023A (en) 2016-11-16
CN106116023B (en) 2018-09-25

Similar Documents

Publication Publication Date Title
CN105948425B (en) Papermaking wastewater treatment system
CN101475269B (en) Comprehensive treating and recycling method for steel wastewater and apparatus thereof
CN204824453U (en) Desulfurization pretreatment of water device that gives up
CN203530059U (en) Treatment system of waste drilling mud filtrate
CN101708912A (en) Emulsifying liquid wastewater membrane treatment process
CN105366893A (en) A printing and dyeing wastewater treatment system and method
CN104045178A (en) Hydraulic-loom wastewater treatment recycling method
CN112142233A (en) Thermal power plant circulating water and sewage water full-membrane-process zero-emission treatment system and method
CN104402138B (en) A kind of pulping wastewater treatment method
CN201268653Y (en) Advanced treatment apparatus for wastewater containing ammonia nitrogen and phosphor
CN205258241U (en) Printing and dyeing wastewater treatment system
CN104355451A (en) Process for recycling biochemical effluent of landfill leachate
CN104445802B (en) The Multistage settling processing system of paper waste
CN103708680A (en) Pulping and papermaking wastewater treatment system
CN205133328U (en) Landfill filtration liquid film concentrate evaporation equipment's preprocessing device
CN104445801B (en) Paper-making effluent treating process
CN210620508U (en) A zero-discharge system for comprehensive treatment of oily sewage in subway depots
CN207294435U (en) Advanced oxidation bi-membrane method wastewater reusing device
CN209161721U (en) A concentrated brine reduction device
CN202430095U (en) System for regenerating and recycling sewage of residential area
CN106007085A (en) Textile wastewater processing device
CN104355485B (en) A kind for the treatment of system of paper waste and method
CN206720909U (en) A kind of heavy metal wastewater thereby purifier in daily use chemicals production
CN207016629U (en) Blowdown factory advanced treatment of wastewater equipment
CN205773888U (en) Municipal wastewater processing means

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Pan Jianwen

Inventor after: Zhou Zhijuan

Inventor after: Pan Jiankang

Inventor after: Pan Jianxun

Inventor after: Zhang Qingzhe

Inventor after: Zhou Lijuan

Inventor before: Request for anonymity

TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20180411

Address after: 453000 A1801 room, unit A, chamber 688, Jinsui Avenue (East), Xinxiang, Henan.

Applicant after: QIANKUN ENVIRONMENTAL PROTECTION CO.,LTD.

Address before: 213000 Shimao champagne lake, Taihu Road, Xinbei District, Changzhou, 29-3, Jiangsu

Applicant before: Wu Hao

CB02 Change of applicant information

Address after: 453000 No. 018, zone C, 166 new East Road, Xinxiang, Henan.

Applicant after: QIANKUN ENVIRONMENTAL PROTECTION CO.,LTD.

Address before: 453000 room A1801, unit A, chamber 688, Jinsui Avenue (East), Xinxiang, Xinxiang, Henan.

Applicant before: QIANKUN ENVIRONMENTAL PROTECTION CO.,LTD.

CB02 Change of applicant information
GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: Paper-making waste water treatment system and treatment process

Granted publication date: 20180515

Pledgee: Agricultural Bank of China Limited Yanjin County Branch

Pledgor: QIANKUN ENVIRONMENTAL PROTECTION CO.,LTD.

Registration number: Y2025980018104