CN202705197U - Advanced treatment system for paper-making wastewater - Google Patents

Advanced treatment system for paper-making wastewater Download PDF

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CN202705197U
CN202705197U CN201220410044.8U CN201220410044U CN202705197U CN 202705197 U CN202705197 U CN 202705197U CN 201220410044 U CN201220410044 U CN 201220410044U CN 202705197 U CN202705197 U CN 202705197U
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tank
contact oxidation
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biological contact
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甘木林
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    • YGENERAL 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
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Abstract

本实用新型涉及一种废水处理系统,提供一种可有效降解水中致色物质、去除水中悬浮物,废水中的COD可达标排放的造纸废水深度处理系统,包括废水收集池、调节曝气池、生物接触氧化池、沉淀塔及回水池,所述废水收集池的出口连接于调节曝气池的进口,所述调节曝气池的上部设有叶轮转动曝气装置,所述调节曝气池的出口连接生物接触氧化池的进口,所述接触氧化池的出口连接于沉淀塔的入口,所述沉淀塔的出水口连接回水池的入口,所述生物接触氧化池内下部铺设有气管,所述气管上均布有出气孔,所述气管的一端伸出池外与风机相连,所述生物接触氧化池内位于气管的出气口上部设有活性污泥填料。

The utility model relates to a wastewater treatment system, which provides an advanced treatment system for papermaking wastewater that can effectively degrade color-causing substances in water, remove suspended matter in water, and discharge COD in wastewater up to the standard, including a wastewater collection pool, an adjustable aeration pool, Biological contact oxidation tank, sedimentation tower and backwater tank, the outlet of the waste water collection tank is connected to the inlet of the regulating aeration tank, the upper part of the regulating aeration tank is provided with an impeller rotating aeration device, and the outlet of the regulating aeration tank The outlet is connected to the inlet of the biological contact oxidation tank, the outlet of the contact oxidation tank is connected to the inlet of the sedimentation tower, the water outlet of the sedimentation tower is connected to the inlet of the return pool, and the lower part of the biological contact oxidation tank is laid with a trachea, and the trachea Vents are evenly distributed on the top, and one end of the air pipe protrudes out of the tank to connect with the fan, and the biological contact oxidation tank is provided with activated sludge filler on the upper part of the air outlet of the air pipe.

Description

一种造纸废水深度处理系统A papermaking wastewater advanced treatment system

技术领域 technical field

    本实用新型涉及一种废水处理系统,尤其是涉及一种造纸废水深度处理系统。 The utility model relates to a wastewater treatment system, in particular to a papermaking wastewater advanced treatment system.

背景技术 Background technique

我国每年排放的污水量很大,经处理后排放的又不多,对环境造成很大破坏,我国各大水系都产生不同程度的污染,水环境严重恶化。长期以来,造纸废水一直是制约纸业快速发展的问题之一,造纸废水中污染物浓度高,成分较复杂,含有大量的造纸原料和化学药品,耗氧严重,致使造纸废水处理困难,成为严重污染环境的行业之一。如果造纸废水直接排出会严重污染环境,所以必须经过净化处理。而废纸造纸废水中的悬浮物SS及化学需氧量COD浓度较高,COD则由非溶解性COD和溶解性COD两部分组成,通常非溶解性COD占COD组成总量的大部分,当废水中SS被去除时,绝大部分非溶解性COD同时被去除。因此,废纸造纸废水处理要解决的主要问题是去除SS和COD,现有技术造纸废水系统中主要采用生物氧化脱色池内放置固定填料来降解废水中致色物质及悬浮物SS,这种处理池脱色效果不明显,不能有效降解水中致色物质,水中的有机物去除率低,处理后的废水泡沫现象严重,出水色度深,废水中的COD常常超标排放。 The amount of sewage discharged in our country is very large every year, and the amount discharged after treatment is not much, which has caused great damage to the environment. All major water systems in our country have produced varying degrees of pollution, and the water environment has seriously deteriorated. For a long time, papermaking wastewater has been one of the problems restricting the rapid development of the paper industry. The concentration of pollutants in papermaking wastewater is high, the composition is relatively complex, it contains a large amount of papermaking raw materials and chemicals, and the oxygen consumption is serious, which makes the treatment of papermaking wastewater difficult. One of the industries that pollute the environment. If the papermaking wastewater is directly discharged, it will seriously pollute the environment, so it must be purified. However, the concentration of suspended solids SS and chemical oxygen demand COD in waste paper and papermaking wastewater is relatively high, and COD is composed of insoluble COD and soluble COD. Usually, insoluble COD accounts for the majority of the total COD composition. When SS is removed from wastewater, most of the insoluble COD is removed at the same time. Therefore, the main problem to be solved in the treatment of waste paper and papermaking wastewater is to remove SS and COD. In the prior art papermaking wastewater system, fixed fillers are mainly placed in the biological oxidation decolorization tank to degrade the color-causing substances and suspended solids SS in the wastewater. This treatment tank The decolorization effect is not obvious, the color-causing substances in the water cannot be effectively degraded, the removal rate of organic matter in the water is low, the foaming phenomenon of the treated wastewater is serious, the color of the effluent is deep, and the COD in the wastewater is often discharged beyond the standard.

实用新型内容 Utility model content

因此,针对上述的问题,本实用新型提供了一种可有效降解水中致色物质、去除水中悬浮物,废水中的COD可达标排放的造纸废水深度处理系统。 Therefore, in view of the above problems, the utility model provides a papermaking wastewater advanced treatment system that can effectively degrade color-causing substances in water, remove suspended solids in water, and discharge COD in wastewater up to the standard.

为达到上述目的,本实用新型是通过以下技术方案实现的:一种造纸废水深度处理系统,包括废水收集池、调节曝气池、生物接触氧化池、沉淀塔及回水池,所述废水收集池的出口连接于调节曝气池的进口,所述调节曝气池的上部设有叶轮转动曝气装置,所述调节曝气池的出口连接生物接触氧化池的进口,所述接触氧化池的出口连接于沉淀塔的入口,所述沉淀塔的出水口连接回水池的入口,其特征在于:所述生物接触氧化池内下部铺设有气管,所述气管上均布有出气孔,所述气管的一端伸出池外与风机相连,所述生物接触氧化池内位于气管的出气口上部设有活性污泥填料。 In order to achieve the above object, the utility model is achieved through the following technical solutions: a papermaking wastewater advanced treatment system, including a wastewater collection tank, an adjustable aeration tank, a biological contact oxidation tank, a sedimentation tower and a return pool, the wastewater collection tank The outlet of the adjustable aeration tank is connected to the inlet of the adjustment aeration tank, the upper part of the adjustment aeration tank is provided with an impeller rotating aeration device, the outlet of the adjustment aeration tank is connected to the inlet of the biological contact oxidation tank, and the outlet of the contact oxidation tank It is connected to the entrance of the sedimentation tower, and the water outlet of the sedimentation tower is connected to the inlet of the return pool. It is characterized in that: a trachea is laid on the lower part of the biological contact oxidation tank, and air outlets are evenly distributed on the trachea. One end of the trachea Extending out of the tank and connecting with the fan, the biological contact oxidation tank is provided with activated sludge filler on the upper part of the air outlet of the air pipe.

    进一步改进的是:所述沉淀塔包括塔体、设于塔体上的塔盖、进污水管,所述塔体上部设有出水口,所述塔体下部设有集污斗,所述集污斗下部设有排泥口,所述塔体内由下自上依次设有让固体颗粒快速沉淀的快速沉淀装置及填料过滤层,所述塔体内位于快速沉淀装置下部设有缓冲槽,所述进污水管的出水端依次穿过塔盖、过滤填料层及快速沉淀装置与塔体内的缓冲槽相连,所述进污水管的进水端连接生物接触氧化池的出口。 It is further improved that: the settling tower includes a tower body, a tower cover arranged on the tower body, and a sewage inlet pipe, the upper part of the tower body is provided with a water outlet, the lower part of the tower body is provided with a sewage collection bucket, and the collection The lower part of the dirt hopper is provided with a sludge outlet, and the tower body is sequentially provided with a rapid sedimentation device and a packing filter layer for rapid sedimentation of solid particles from bottom to top. The tower body is located at the lower part of the rapid sedimentation device. The water outlet end of the sewage inlet pipe passes through the tower cover, the filter packing layer and the rapid sedimentation device in turn to connect with the buffer tank in the tower body, and the water inlet end of the sewage inlet pipe is connected to the outlet of the biological contact oxidation tank.

通过采用前述技术方案,本实用新型的有益效果是:本新型造纸废水深度处理系统所述生物接触氧化池内下部铺设有气管,所述气管上均布有出气孔,所述气管的一端伸出池外与风机相连,所述生物接触氧化池内位于气管的出气口上部设有活性污泥填料,由此风机可通过气管向生物接触氧化池内输送气体,使生物接触氧化池内的废水不断运动,使废水与池内的活性污泥互相触碰,使活性污泥与废水充分接触反应,增加活性污泥与污水之间的接触吸附机会,有效提高降解能力,可有效降解水中致色物质、去除水中悬浮物,提高污水有机物的去除率,使废水中的COD可达标排放。 By adopting the foregoing technical scheme, the beneficial effect of the utility model is that a trachea is laid in the lower part of the biological contact oxidation tank of the advanced treatment system for papermaking wastewater, and the trachea is evenly distributed with air outlets, and one end of the trachea extends out of the tank The outside is connected to the fan, and the biological contact oxidation tank is equipped with activated sludge filler on the upper part of the air outlet of the trachea, so that the fan can deliver gas to the biological contact oxidation tank through the trachea, so that the wastewater in the biological contact oxidation tank moves continuously, making the wastewater Contact with the activated sludge in the pool, make the activated sludge and wastewater fully contact and react, increase the contact and adsorption opportunities between activated sludge and sewage, effectively improve the degradation ability, and can effectively degrade color-causing substances in water and remove suspended solids in water , Improve the removal rate of organic matter in sewage, so that COD in wastewater can reach the standard discharge.

附图说明 Description of drawings

图1是本实用新型实施例的流程示意图。 Fig. 1 is a schematic flow chart of the utility model embodiment.

具体实施方式 Detailed ways

  下面结合附图对本实用新型作进一步说明: Below in conjunction with accompanying drawing, the utility model is further described:

实施例: Example:

参考图1,本实施例公开一种造纸废水深度处理系统,包括废水收集池1、调节曝气池2、生物接触氧化池3、沉淀塔4及回水池5,所述废水收集池1的出口连接于调节曝气池2的进口,所述调节曝气池2的上部设有叶轮转动曝气装置21,所述调节曝气池2的出口连接生物接触氧化池3的进口,所述接触氧化池3的出口连接于沉淀塔4的入口,所述沉淀塔4的出水口连接回水池5的入口,其中: Referring to Fig. 1 , the present embodiment discloses a papermaking wastewater advanced treatment system, comprising a wastewater collection tank 1, an adjustable aeration tank 2, a biological contact oxidation tank 3, a sedimentation tower 4 and a return tank 5, and the outlet of the wastewater collection tank 1 Connected to the inlet of the adjustment aeration tank 2, the top of the adjustment aeration tank 2 is provided with an impeller rotating aeration device 21, the outlet of the adjustment aeration tank 2 is connected to the inlet of the biological contact oxidation tank 3, and the contact oxidation The outlet of pond 3 is connected to the inlet of sedimentation tower 4, and the water outlet of described sedimentation tower 4 is connected to the inlet of backwater pond 5, wherein:

所述生物接触氧化池3内下部铺设有气管31,所述气管31上均布有出气孔,所述气管31的一端伸出池外与风机6相连,所述生物接触氧化池3内位于气管31的出气口上部设有活性污泥填料32。 The lower part of the biological contact oxidation tank 3 is laid with a trachea 31, and the air outlets are evenly distributed on the trachea 31. One end of the trachea 31 stretches out of the pool and is connected with the fan 6. The biological contact oxidation tank 3 is located in the trachea. The upper part of the air outlet of 31 is provided with activated sludge filler 32.

    参考图1,所述沉淀塔包括塔体41、设于塔体41上的塔盖42、进污水管43,所述塔体1上部设有出水口411,所述塔体1下部设有集污斗44,所述集污斗44下部设有排泥口,所述塔体41内由下自上依次设有让固体颗粒快速沉淀的快速沉淀装置45及填料过滤层46,所述塔体41内位于快速沉淀装置45下部设有缓冲槽47,所述进污水管43的出水端依次穿过塔盖42、过滤填料层46及快速沉淀装置45与塔体41内的缓冲槽47相连,所述进污水管43的进水端连接生物接触氧化池3的出口,所述快速沉淀装置45包括设置在塔体41内侧的外圆柱筒体451及设于外圆柱筒体451内侧的中部设有供进污水管插入穿孔的内圆柱筒体452,所述外圆柱筒体452与内圆筒体451之间沿径向方向斜置均布有缓冲沉淀斜板453。废水经生物接触氧化池处理后从进污水管进入沉淀塔体内后经缓冲槽缓冲后向四周扩散,然后平稳的向塔顶流动,污水在上升过程中,密度大于水的固体悬浮物如造填料、细小纤维、泥纱等无机颗粒不断的下沉并通过快速沉淀装置,加速沉淀,缓冲沉淀装置的每两块缓冲沉淀斜板相当于一个很小的沉淀池,使颗粒沉淀时间大为缩短,利用竖流原理,达到快速沉淀的目的,从缓冲沉淀装置流过的污水经过滤填料层进一步过滤后从塔体上部的出水口流入回收池。 With reference to Fig. 1, described settling tower comprises tower body 41, is located at tower cover 42 on tower body 41, enters sewage pipe 43, and described tower body 1 top is provided with water outlet 411, and described tower body 1 bottom is provided with collector. Dirt hopper 44, the bottom of the dirt collecting hopper 44 is provided with a mud outlet, and the tower body 41 is sequentially provided with a rapid sedimentation device 45 and a filler filter layer 46 for solid particles to settle rapidly from bottom to top in the tower body. A buffer tank 47 is arranged at the lower part of the rapid sedimentation device 45 in the 41, and the water outlet end of the sewage inlet pipe 43 passes through the tower cover 42, the filter packing layer 46 and the rapid sedimentation device 45 to be connected to the buffer tank 47 in the tower body 41 successively. The water inlet end of the sewage inlet pipe 43 is connected to the outlet of the biological contact oxidation tank 3, and the rapid sedimentation device 45 includes an outer cylindrical body 451 arranged on the inner side of the tower body 41 and a middle device arranged on the inner side of the outer cylindrical body 451. There is an inner cylindrical body 452 for the sewage pipe to be inserted into the perforation, and a buffering and sedimentation inclined plate 453 is uniformly arranged obliquely in the radial direction between the outer cylindrical body 452 and the inner cylindrical body 451 . After the wastewater is treated by the biological contact oxidation tank, it enters the sedimentation tower from the sewage inlet pipe, and after being buffered by the buffer tank, it diffuses to the surroundings, and then flows smoothly to the top of the tower. During the rising process of the sewage, solid suspended matter with a density greater than water, such as filler Inorganic particles such as fine fibers, mud yarn, etc. sink continuously and pass through the rapid sedimentation device to accelerate the sedimentation. Every two buffer sedimentation inclined plates of the buffer sedimentation device are equivalent to a small sedimentation tank, which greatly shortens the particle sedimentation time. Using the principle of vertical flow to achieve the purpose of rapid sedimentation, the sewage flowing from the buffer sedimentation device is further filtered through the filter packing layer and then flows into the recovery tank from the water outlet on the upper part of the tower body.

本新型造纸废水深度处理系统所述生物接触氧化池内下部铺设有气管,所述气管上均布有出气孔,所述气管的一端伸出池外与风机相连,所述生物接触氧化池内位于气管的出气口上部设有活性污泥填料,由此风机可通过气管向生物接触氧化池内输送气体,使生物接触氧化池内的废水不断运动,使废水与池内的活性污泥互相触碰,使活性污泥与废水充分接触反应,增加活性污泥与污水之间的接触吸附机会,有效提高降解能力,可有效降解水中致色物质、去除水中悬浮物,提高污水有机物的去除率,使废水中的COD可达标排放。 The lower part of the biological contact oxidation tank of the new papermaking wastewater advanced treatment system is laid with a trachea, and the air outlets are evenly distributed on the trachea, and one end of the trachea extends out of the tank to connect with the fan. The upper part of the air outlet is equipped with activated sludge filler, so that the fan can deliver gas to the biological contact oxidation tank through the air pipe, so that the wastewater in the biological contact oxidation tank can move continuously, so that the wastewater and the activated sludge in the tank can touch each other, so that the activated sludge Fully contact and react with wastewater, increase the contact and adsorption opportunities between activated sludge and sewage, effectively improve the degradation ability, effectively degrade color-causing substances in water, remove suspended solids in water, improve the removal rate of organic matter in sewage, and make COD in wastewater can be reduced Discharge.

以上所记载,仅为利用本创作技术内容的实施例,任何熟悉本项技艺者运用本创作所做的修饰、变化,皆属本创作主张的专利范围,而不限于实施例所揭示者。 The above records are only examples of using the technical content of this creation. Any modifications and changes made by those who are familiar with this technology using this creation belong to the scope of patents claimed by this creation, and are not limited to those disclosed in the examples.

Claims (3)

1. deep treatment system of papermaking wastewater, comprise the wastewater collection pond, regulate the aeration tank, biological contact oxidation pond, settling tower and back pool, the outlet in described wastewater collection pond is connected in the import of regulating the aeration tank, the top of described adjusting aeration tank is provided with the wheel rotation aerating apparatus, the outlet of described adjusting aeration tank connects the import of biological contact oxidation pond, the outlet of described contact-oxidation pool is connected in the entrance of settling tower, the water outlet of described settling tower connects the entrance of back pool, it is characterized in that: the bottom is equipped with tracheae in the described biological contact oxidation pond, be evenly equipped with production well on the described tracheae, one end of described tracheae stretches out outside the pond and links to each other with blower fan, and the top, air outlet that is positioned at tracheae in the described biological contact oxidation pond is provided with the active sludge filler.
2. deep treatment system of papermaking wastewater according to claim 1, it is characterized in that: described settling tower comprises tower body, be located at the tower lid on the tower body, advance waste pipe, described tower body top is provided with water outlet, described tower body bottom is provided with dirt collecting bucket, described dirt collecting bucket bottom is provided with mud discharging mouth, allow rapid precipitation device and the filler filtering layer of solid particulate rapid precipitation by lower from upper being provided with successively in the described tower body, be positioned at rapid precipitation device bottom in the described tower body and be provided with dashpot, the described water side of advancing waste pipe is passed the tower lid successively, filter packing layer and rapid precipitation device link to each other with dashpot in the tower body, and the described feed-water end that advances waste pipe connects the outlet of biological contact oxidation pond.
3. deep treatment system of papermaking wastewater according to claim 2, it is characterized in that: the middle part that described rapid precipitation device comprises the outside cylinder cylindrical shell that is arranged on precipitation tower body inboard and is located at outside cylinder cylindrical shell inboard is provided with for advancing waste pipe inserts the inner cylindrical tube body of perforation, radially tiltingly between described outside cylinder cylindrical shell and the inner cylinder body is evenly equipped with a plurality of buffering precipitation inclined plates.
CN201220410044.8U 2012-08-19 2012-08-19 Advanced treatment system for paper-making wastewater Expired - Fee Related CN202705197U (en)

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