CN102674585B - Combined enhanced treatment process for low-turbidity high-alga raw water - Google Patents

Combined enhanced treatment process for low-turbidity high-alga raw water Download PDF

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CN102674585B
CN102674585B CN201110060414.XA CN201110060414A CN102674585B CN 102674585 B CN102674585 B CN 102674585B CN 201110060414 A CN201110060414 A CN 201110060414A CN 102674585 B CN102674585 B CN 102674585B
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water
turbidity
algae
sedimentation tank
air flotation
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CN102674585A (en
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许嘉炯
金晓云
郑志民
郑国兴
邬亦俊
雷挺
范玉柱
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Shanghai Municipal Engineering Design Insitute Group Co Ltd
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Abstract

本发明公开了一种低浊高藻原水组合强化处理工艺,其特征在于当原水冬季浊度在5NTU左右且气温低于5℃、或夏季藻类超过100万个/升的常规条件下,处理工艺包括:先采用絮凝平流沉淀池或高效沉淀池进行沉淀,然后用气浮池气浮除藻,出水通过超滤膜组进一步去除浊度和藻类,再通过清水池调蓄后由送水泵房送入配水管网。本发明针对原水水质低浊高藻的特性对常规混凝沉淀、气浮、过滤和超滤工艺进行优化组合,并充分考虑厂区地热资源利用,形成强化常规处理体系。该组合工艺的优点在于可以节约用地,优化流程,充分利用地热资源,简化生产管理,并对确保出水水质有明显的优势。

The invention discloses a low-turbidity and high-algae raw water combination enhanced treatment process. Including: first use flocculation advection sedimentation tank or high-efficiency sedimentation tank for sedimentation, then use air flotation tank to remove algae by air flotation, and the effluent will pass through ultrafiltration membrane group to further remove turbidity and algae, and then pass through the clear water tank for adjustment and storage, and then send it to the water supply pump room Water distribution network. According to the characteristics of low turbidity and high algae in raw water, the present invention optimizes and combines conventional coagulation sedimentation, air flotation, filtration and ultrafiltration processes, and fully considers the utilization of geothermal resources in the plant area to form an enhanced conventional treatment system. The advantages of this combined process are that it can save land, optimize the process, make full use of geothermal resources, simplify production management, and have obvious advantages in ensuring the quality of effluent water.

Description

低浊高藻原水组合强化处理工艺Combined enhanced treatment process for raw water with low turbidity and high algae

技术领域 technical field

本发明为给水工程中涉及的一种水处理组合强化工艺,具体地说是一种低浊高藻原水组合强化处理工艺,针对原水冬季低温低浊和夏季高藻采用组合强化常规处理实现高效处理的目标。 The present invention is a water treatment combined enhanced process involved in water supply engineering, specifically a combined enhanced treatment process for raw water with low turbidity and high algae, which uses combined and enhanced conventional treatment for raw water with low temperature and low turbidity in winter and high algae in summer to achieve high-efficiency treatment The goal.

背景技术 Background technique

我国地表水水质差异较大,其中以湖泊和大型水库为代表的低浊高藻原水的处理难度不亚于高氨氮和高有机物微污染水源。冬季低浊期间混凝沉淀效果差,造成沉淀池出水浊度有时甚至高于进水浊度,加重过滤工艺的负担;夏季高藻期间原水中的藻类无法通过沉淀和气浮工艺完全去除,进入滤池后造成滤料表面堵塞和滤层穿透,造成藻类进入清水库和管网。 The quality of surface water varies greatly in my country, and the difficulty of treating low-turbidity and high-algae raw water represented by lakes and large reservoirs is no less than that of high-ammonia nitrogen and high-organic matter micro-polluted water sources. During the low turbidity period in winter, the effect of coagulation and sedimentation is poor, causing the turbidity of the effluent water in the sedimentation tank to sometimes even be higher than that of the influent water, which increases the burden on the filtration process; After the pool, the surface of the filter material is blocked and the filter layer penetrates, causing algae to enter the clean water reservoir and pipe network.

目前,针对低浊高藻原水作为饮用水水源的自来水厂采用一般常规处理工艺,当冬季浊度在5NTU左右且气温低于5℃、夏季藻类超过100万 个/升时,难以达到新的出厂水水质标准,需要进行组合强化常规处理措施。最近随着饮用水水质标准的提高,在部分地区出厂水浊度作为出厂水质重要的控制指标日渐受到重视,浙江省现代化水厂标准已将浊度要求提至0.1NTU以下,现有工艺组合要达到如此高的出水要求难度较高。 At present, tap water plants with low-turbidity and high-algae raw water as drinking water sources adopt general conventional treatment processes. When the turbidity is around 5 NTU in winter and the temperature is lower than 5°C, and the algae exceeds 1 million per liter in summer, it is difficult to reach the new factory-loaded treatment process. Water quality standards require a combination of intensive conventional treatment measures. Recently, with the improvement of drinking water quality standards, in some areas, the turbidity of factory water has been paid more and more attention as an important control index of factory water quality. The standard of modern water plants in Zhejiang Province has raised the turbidity requirement to below 0.1NTU. It is difficult to achieve such a high water discharge requirement.

发明内容 Contents of the invention

本发明的目的是提供一种低浊高藻原水组合强化处理工艺,适合于冬季浊度在5NTU左右且气温低于5℃、夏季藻类超过100万    个/升的低浊高藻原水处理工艺,解决藻类、浊度和温度变化等因素对整个工艺处理效果的影响。 The purpose of the present invention is to provide a combined enhanced treatment process for low-turbidity and high-algae raw water, which is suitable for the treatment process of low-turbidity and high-algae raw water with a turbidity of about 5 NTU in winter and a temperature lower than 5°C, and an algae exceeding 1 million per liter in summer. Solve the influence of factors such as algae, turbidity and temperature changes on the treatment effect of the whole process.

为了实现上述目的,本发明的技术方案是:一种低浊高藻原水组合强化处理工艺,其特征在于当原水冬季浊度在5NTU左右且气温低于5℃、或夏季藻类超过100万个/升的常规条件下,处理工艺包括:先采用絮凝平流沉淀池或高效沉淀池进行沉淀,然后用气浮池气浮除藻,出水通过超滤膜组进一步去除浊度和藻类,再通过清水池调蓄后由送水泵房送入配水管网。在原水浊度较高或沉淀出水效果较差时,可在气浮池气浮除藻后,经过均质滤料气水反冲洗砂滤池或保安过滤器过滤,再由超滤膜组进一步去除浊度和藻类。为了提高处理效果,冬季低温低浊原水处理工艺中,先对原水进行加热,通过提高水温来改善混凝沉淀处理效果,具体处理工艺包括:原水先通过升温装置提高水温后进入絮凝平流沉淀池或高效沉淀池进行沉淀,然后沉淀出水通过超滤膜组进一步去除浊度和藻类,出水通过清水池调蓄后由送水泵房送入配水管网。当厂区有地热资源可以利用时,设置地热升温系统,直接采用地热对原水进行加热。 In order to achieve the above object, the technical solution of the present invention is: a combined enhanced treatment process for raw water with low turbidity and high algae. Under normal conditions, the treatment process includes: first use a flocculation advection sedimentation tank or a high-efficiency sedimentation tank for sedimentation, then use an air flotation tank to remove algae by air flotation, and the effluent will further remove turbidity and algae through an ultrafiltration membrane group, and then pass through a clear water tank to adjust After storage, it is sent to the water distribution pipe network by the water delivery pump room. When the turbidity of the raw water is high or the effect of sedimentation water is poor, it can be filtered by the homogeneous filter material air-water backwash sand filter or security filter after the air flotation in the air flotation tank to remove algae, and then further removed by the ultrafiltration membrane group Turbidity and algae. In order to improve the treatment effect, in the low-temperature and low-turbidity raw water treatment process in winter, the raw water is heated first, and the coagulation and sedimentation treatment effect is improved by increasing the water temperature. The high-efficiency sedimentation tank is used for sedimentation, and then the effluent of the sedimentation is passed through the ultrafiltration membrane group to further remove turbidity and algae. When geothermal resources are available in the factory area, a geothermal heating system is installed to directly use geothermal heat to heat raw water.

本发明针对原水水质低浊高藻的特性对常规混凝沉淀、气浮、过滤和超滤工艺进行优化组合,并充分考虑厂区地热资源利用,形成强化常规处理体系,比现有工艺具有更为完备且调度灵活的膜前处理工艺,在确保出水水质条件下运行费用更省。该组合工艺的优点在于可以节约用地,优化流程,充分利用地热资源,简化生产管理,并对确保出水水质有明显的优势。 According to the characteristics of low turbidity and high algae in raw water, the present invention optimizes and combines conventional coagulation sedimentation, air flotation, filtration and ultrafiltration processes, and fully considers the utilization of geothermal resources in the factory area to form an enhanced conventional treatment system, which is more efficient than existing processes The complete and flexible membrane pretreatment process saves operating costs while ensuring the quality of the effluent. The advantages of this combined process are that it can save land, optimize the process, make full use of geothermal resources, simplify production management, and have obvious advantages in ensuring the quality of effluent water.

附图说明 Description of drawings

图1为本发明常规条件低浊高藻原水处理工艺示意图。 Fig. 1 is a schematic diagram of the low-turbidity and high-algae raw water treatment process under conventional conditions of the present invention.

图2为利用地热资源条件下工艺改进示意图。 Figure 2 is a schematic diagram of process improvement under the condition of utilizing geothermal resources.

图3为地热升温系统示意图。 Figure 3 is a schematic diagram of the geothermal heating system.

具体实施方式 Detailed ways

下面结合附图对本发明作进一步的描述。 The present invention will be further described below in conjunction with the accompanying drawings.

本发明为一种低浊高藻原水组合强化处理工艺。一般条件下原水1先采用絮凝平流沉淀池2或高效沉淀池3进行沉淀,然后用气浮池4气浮除藻,出水通过超滤膜组7进一步去除浊度和藻类,再通过清水池8调蓄后由送水泵房9送入配水管网10。在原水浊度较高或沉淀出水效果较差时,可在气浮池4气浮除藻后,经过均质滤料气水反冲洗砂滤池5或保安过滤器6过滤,再由超滤膜组7进一步去除浊度和藻类,出水通过清水池8调蓄后由送水泵房9送入配水管网10。在冬季,为了提高处理效果,可以在絮凝平流沉淀池2或高效沉淀池3之前加上加热装置,当厂区有地热资源可以利用时,设置地热升温系统11,直接采用地热对原水进行加热,如果没有则可以通过其他方式对原水进行加热。具体处理工艺可优化为:原水先通加热提高水温至5~15℃后进入絮凝平流沉淀池2或高效沉淀池3进行沉淀,然后用气浮池4气浮除藻,接着进入均质滤料气水反冲洗砂滤池5或保安过滤器6过滤,再通过超滤膜组7进一步去除浊度和藻类,出水通过清水池8调蓄后由送水泵房9送入配水管网10。当然,原水浊度较低或沉淀出水效果较好时也可超越气浮池4和均质滤料气水反冲洗砂滤池5或保安过滤器6,直接将沉淀出水接入超滤膜组7进行处理。 The invention is a combined enhanced treatment process for low-turbidity and high-algae raw water. Under normal conditions, the raw water 1 is first settled in the flocculation advection sedimentation tank 2 or the high-efficiency sedimentation tank 3, and then the air flotation tank 4 is used to remove algae. After being stored, it is sent to the water distribution pipe network 10 by the water delivery pump house 9 . When the turbidity of the raw water is high or the effect of sedimentation water is poor, after the algae removal by air flotation in the air flotation tank 4, it can be filtered by the homogeneous filter material air-water backwashing sand filter 5 or the security filter 6, and then filtered by the ultrafiltration membrane Group 7 further removes turbidity and algae, and the effluent is sent to the water distribution pipe network 10 by the water delivery pump room 9 after being regulated and stored in the clear water pool 8 . In winter, in order to improve the treatment effect, a heating device can be added before the flocculation advection sedimentation tank 2 or the high-efficiency sedimentation tank 3. When geothermal resources are available in the factory area, a geothermal heating system 11 is installed to directly use geothermal heat to heat the raw water. If If not, the raw water can be heated by other means. The specific treatment process can be optimized as follows: the raw water is first heated to raise the water temperature to 5~15°C, then enters the flocculation advection sedimentation tank 2 or the high-efficiency sedimentation tank 3 for sedimentation, and then uses the air flotation tank 4 to remove algae by air flotation, and then enters the homogeneous filter material gas The water is filtered by the backwash sand filter 5 or the security filter 6 , and then the turbidity and algae are further removed by the ultrafiltration membrane group 7 . Of course, when the turbidity of raw water is low or the effect of sedimentation effluent is better, it can also surpass the air flotation tank 4 and the homogeneous filter material air-water backwash sand filter 5 or security filter 6, and directly connect the sedimentation effluent to the ultrafiltration membrane group 7 to process.

工艺组合中,絮凝平流沉淀池2或高效沉淀池3前投加氯或二氧化氯12、高锰酸钾(复合盐)13、粉末活性碳14、矾15和助凝剂16(一般高锰酸钾和粉末活性碳可视原水水质试验决定是否需要投加,其余药剂均需投加,参考投加药剂量:氯的投加量约2mg/l,二氧化氯的投加量约1mg/l,高锰酸钾的投加量约1~2mg/l,粉末活性碳的投加量约5~10mg/l,矾的投加量约20~30mg/l,助凝剂可采用PAM,投加量约0.1~0.2mg/l);均质滤料气水反冲洗砂滤池5或保安过滤器6前投加助滤剂17(助滤剂可采用聚合氯化铝,投加量约3~5mg/l);清水池8前投加氯或二氧化氯12消毒。(氯的投加量约2~3mg/l,二氧化氯的投加量约1~2mg/l)。 In the process combination, chlorine or chlorine dioxide 12, potassium permanganate (composite salt) 13, powdered activated carbon 14, alum 15 and coagulation aid 16 (generally high manganese Potassium acid and powdered activated carbon can be determined according to the raw water quality test, and the rest of the chemicals need to be added. The reference dosage: the dosage of chlorine is about 2mg/l, and the dosage of chlorine dioxide is about 1mg/l. l, the dosage of potassium permanganate is about 1~2mg/l, the dosage of powdered activated carbon is about 5~10mg/l, the dosage of alum is about 20~30mg/l, and the coagulation aid can be PAM. The dosage is about 0.1~0.2mg/l); the filter aid 17 is added before the homogeneous filter material air-water backwash sand filter 5 or the security filter 6 (the filter aid can be polyaluminum chloride, the dosage About 3~5mg/l); Dosing chlorine or chlorine dioxide 12 before the clear water pool 8 for disinfection. (The dosage of chlorine is about 2~3mg/l, and the dosage of chlorine dioxide is about 1~2mg/l).

当厂区有地热资源可以利用时,地热升温系统由进水管18、热交换管19、出水管20、进水隔断阀21、出水隔断阀22、冲洗进水阀23和冲洗出水阀24组成。具体结构为:该地热升温系统包括埋设在地下的多路热交换管19,该多路热交换管19的一端与进水管18连接,该多路热交换管的另一端通过出水管20连接至絮凝平流沉淀池或高效沉淀池,进水管18与每一路热交换管19之间设有一个进水隔断阀21,出水管20与每一路热交换管19之间设有一个出水隔断阀22,每一路热交换管19的一端通过冲洗进水阀23连接外加压力水,每一路热交换管19的另一端设冲洗出水阀24排水。工作方式为:沉淀池出水在进水管18上分成多路热交换管19,热交换管19埋入地下充分吸收地热提高管内水温,由出水管20汇集后进入后续絮凝平流沉淀池2或高效沉淀池3;当单根热交换管19需冲洗时,关闭进水隔断阀21和出水隔断阀22,打开冲洗进水阀23和冲洗出水阀24以外加压力水进行冲洗和排水。 When geothermal resources are available in the factory area, the geothermal heating system consists of water inlet pipe 18, heat exchange pipe 19, water outlet pipe 20, water inlet cut-off valve 21, water outlet cut-off valve 22, flushing water inlet valve 23 and flushing water outlet valve 24. The specific structure is: the geothermal heating system includes a multi-channel heat exchange pipe 19 buried underground, one end of the multi-channel heat exchange pipe 19 is connected to the water inlet pipe 18, and the other end of the multi-channel heat exchange pipe is connected to the In the flocculation advection sedimentation tank or high-efficiency sedimentation tank, a water inlet isolation valve 21 is provided between the water inlet pipe 18 and each heat exchange pipe 19, and an outlet water isolation valve 22 is provided between the outlet pipe 20 and each heat exchange pipe 19. One end of each heat exchange pipe 19 is connected to external pressurized water through a flushing water inlet valve 23, and the other end of each heat exchange pipe 19 is provided with a flushing water outlet valve 24 to drain water. The working method is: the outlet water of the sedimentation tank is divided into multiple heat exchange pipes 19 on the water inlet pipe 18, and the heat exchange pipes 19 are buried underground to fully absorb geothermal heat to increase the water temperature in the pipes, and after being collected by the outlet pipes 20, they enter the subsequent flocculation advection sedimentation tank 2 or high-efficiency sedimentation Pond 3: When single heat exchange pipe 19 needs to be flushed, close the water inlet shutoff valve 21 and the water outlet shutoff valve 22, open the flushing water inlet valve 23 and the flushing water outlet valve 24 and add pressure water to flush and drain.

其余絮凝平流沉淀池、高效沉淀池、气浮池、均质滤料气水反冲洗砂滤池、保安过滤器、超滤膜组、清水池和送水泵房均为现有技术,不再详述。 The rest of the flocculation advection sedimentation tank, high-efficiency sedimentation tank, air flotation tank, homogeneous filter material air-water backwash sand filter, security filter, ultrafiltration membrane group, clear water tank and water delivery pump room are all existing technologies, and will not be described in detail .

Claims (4)

1. one kind low turbid algae concentrated feeding water combination strengthening treatment process, it is characterized in that when former water turbidity in winter at about 5NTU and temperature lower than under the normal condition of 5 DEG C, treatment process comprises: former water enters flocculation and sedimentation tank after first improving water temperature by heat riser or efficient sedimentation tank precipitates, then air flotation pool air floatation alga removing is used, water outlet removes turbidity and algae further by ultra-filtration membrane group, the distribution system of water supply is sent into by Water-supply station after being regulated and stored by clean water basin again, heat riser is underground heat temperature elevation system, directly adopts underground heat to heat former water.
2. technique as claimed in claim 1, after it is characterized in that air flotation pool air floatation alga removing, after being filtered by homogeneous filtering material air-water backwashing sand filter or cartridge filter, then is accessed ultra-filtration membrane group and processes.
3. technique as claimed in claim 2, it is characterized in that this underground heat temperature elevation system comprises the multichannel heat exchanger tube being embedded in underground, one end of this multichannel heat exchanger tube is connected with water inlet pipe, and the other end of this multichannel heat exchanger tube is connected to flocculation and sedimentation tank or efficient sedimentation tank by rising pipe.
4. technique as claimed in claim 2, adds chlorine or dioxide peroxide, potassium permanganate, powder activated carbon, alum and coagulant aids before it is characterized in that flocculation and sedimentation tank or efficient sedimentation tank; Flocculating aids is added before homogeneous filtering material air-water backwashing sand filter or cartridge filter; Chlorine or disinfection by chlorine dioxide is added before clean water basin.
CN201110060414.XA 2011-03-14 2011-03-14 Combined enhanced treatment process for low-turbidity high-alga raw water Expired - Fee Related CN102674585B (en)

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Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101921008A (en) * 2010-09-25 2010-12-22 哈尔滨工业大学 A water treatment device integrating clarification, air flotation and ultrafiltration

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101921008A (en) * 2010-09-25 2010-12-22 哈尔滨工业大学 A water treatment device integrating clarification, air flotation and ultrafiltration

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
"气浮/超滤组合工艺处理微污染高藻原水";王占金等;《中国给水排水》;20100630;第26卷(第11期);第133-135、138页 *

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