CN105712559B - A kind of desulfurization wastewater film processing system and technique - Google Patents
A kind of desulfurization wastewater film processing system and technique Download PDFInfo
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Abstract
Description
技术领域technical field
本发明属于脱硫废水处理技术领域,具体涉及一种脱硫废水膜处理系统及工艺。The invention belongs to the technical field of desulfurization wastewater treatment, and in particular relates to a desulfurization wastewater membrane treatment system and process.
背景技术Background technique
目前,火电厂烟气脱硫的主流工艺是石灰石-石膏湿法烟气脱硫,其技术成熟,适应性强。湿法脱硫工艺脱硫时,脱硫吸收塔内浆液反复循环利用,塔内可溶盐浆液不断浓缩,为确保脱硫性能和维持系统内氯离子平衡,需要不断补充、更新浆液,此过程中排放出含有大量重金属离子的废水,排放的废水即为脱硫废水。At present, the mainstream process of flue gas desulfurization in thermal power plants is limestone-gypsum wet flue gas desulfurization, which is mature and adaptable. During desulfurization by wet desulfurization process, the slurry in the desulfurization absorption tower is recycled repeatedly, and the soluble salt slurry in the tower is continuously concentrated. In order to ensure the desulfurization performance and maintain the balance of chloride ions in the system, it is necessary to continuously replenish and update the slurry. During this process, the slurry containing Wastewater with a large amount of heavy metal ions, the discharged wastewater is desulfurization wastewater.
脱硫废水中金属离子种类包括常规重金属(Cd、Cu、Cr、Ni、Pb、Zn等),也包括一些其他的非重金属离子,例如As、Ba、Mo、Fe、Al、Sn、Ra等,同时还有高含盐量、悬浮物高等特征。这些污染物的共同特点是添加一些药剂即可形成沉淀物。传统脱硫废水处理方法采用化学沉淀法,该处理方法需要设置沉淀池,考虑沉淀出水不能完全去除水质中的悬浮物SS、含重金属悬浮物,而沉淀之后还需要石英砂过滤器、超滤等,对沉淀出的水进行深度处理后再进行回用,这样就造成废水处理站为了放置大量的设备而增加占地面积和设备投资。而且,采用普通方法处理脱硫废水很难达标排放,针对脱硫废水处理提出新型的处理方法显的尤为重要。The types of metal ions in desulfurization wastewater include conventional heavy metals (Cd, Cu, Cr, Ni, Pb, Zn, etc.), as well as some other non-heavy metal ions, such as As, Ba, Mo, Fe, Al, Sn, Ra, etc., while There are also features such as high salt content and high suspended solids. The common feature of these pollutants is that they can form precipitates after adding some chemicals. The traditional desulfurization wastewater treatment method adopts the chemical precipitation method. This treatment method needs to set up a sedimentation tank. Considering that the sedimentation water cannot completely remove the suspended solids SS and heavy metal suspended solids in the water quality, and after the sedimentation, a quartz sand filter, ultrafiltration, etc. are required. The precipitated water is reused after advanced treatment, which causes the waste water treatment station to increase the floor area and equipment investment in order to place a large number of equipment. Moreover, it is difficult to meet the standard discharge of desulfurization wastewater by ordinary methods, so it is particularly important to propose new treatment methods for desulfurization wastewater treatment.
发明内容Contents of the invention
本发明的目的是克服上述现有技术的缺陷,提供一种脱硫废水膜处理系统及工艺,废水处理效果好,处理后的产水达到达标排放标准,采用膜处理系统占地面积小,成本低。The purpose of the present invention is to overcome the defects of the above-mentioned prior art, and provide a desulfurization wastewater membrane treatment system and process, the wastewater treatment effect is good, the treated water reaches the discharge standard, and the membrane treatment system has a small footprint and low cost .
为此,本发明提供了一种脱硫废水膜处理系统,包括通过管路依次连接的原水池、预沉池、第一反应池、中间水箱、第二反应池、浓缩槽、TMF装置、TMF产水箱、DTRO装置、蒸发器以及干燥装置;所述TMF装置通过回流管路与浓缩槽连接,所述DTRO装置的浓水出口与蒸发器入口连接。For this reason, the present invention provides a membrane treatment system for desulfurization wastewater, comprising a raw water tank, a pre-sedimentation tank, a first reaction tank, an intermediate water tank, a second reaction tank, a concentration tank, a TMF device, and a TMF production tank sequentially connected by pipelines. A water tank, a DTRO device, an evaporator and a drying device; the TMF device is connected to the concentration tank through a return line, and the concentrated water outlet of the DTRO device is connected to the evaporator inlet.
本发明提供的脱硫废水膜处理系统,先对废水进行初步软化预处理,初步除去了废水中的钙、镁重金属离子以及悬浮物,其次采用TMF(管式微滤膜)装置进行错流过滤处理,TMF装置将大分子悬浮物截留,降低了废水硬度,TMF装置的透过液进入到DTRO(高压反渗透膜)装置内进行浓缩处理,除去废水中的COD、细菌、氨氮等污染物,并将浓缩后的浓水送到蒸发器进行蒸发处理,固体结晶物进行干燥打包,浓缩后的产水符合达标排放标准。该膜处理系统,废水处理效果好,能完全去除水质中的悬浮物SS、含重金属悬浮物,产水符合达标排放标准,占用面积小,投资小。The desulfurization wastewater membrane treatment system provided by the present invention firstly performs preliminary softening pretreatment on the wastewater, preliminarily removes calcium, magnesium heavy metal ions and suspended solids in the wastewater, and then uses a TMF (tubular microfiltration membrane) device for cross-flow filtration treatment, The TMF device intercepts macromolecular suspended matter and reduces the hardness of the wastewater. The permeate from the TMF device enters the DTRO (high-pressure reverse osmosis membrane) device for concentration treatment to remove COD, bacteria, ammonia nitrogen and other pollutants in the wastewater. The concentrated concentrated water is sent to the evaporator for evaporation treatment, the solid crystals are dried and packaged, and the concentrated product water meets the discharge standard. The membrane treatment system has good wastewater treatment effect, can completely remove suspended solids SS and heavy metal suspended solids in the water quality, and the produced water meets the standard discharge standards, with small occupied area and low investment.
进一步地,所述浓缩槽通过管路与板框压滤机连接。所述板框压滤机对浓缩槽中产生的污泥进行脱水,脱水后的污泥作为一般固废处理。Further, the thickening tank is connected with a plate and frame filter press through pipelines. The plate and frame filter press dehydrates the sludge generated in the thickening tank, and the dehydrated sludge is treated as general solid waste.
作为优选,所述原水池与预沉池之间的管路上设有第一提升泵,所述第一反应池与中间水箱之间的管路上设有第二提升泵,所述TMF产水箱与DTRO装置之间的管路上设有第三提升泵。As preferably, a first lift pump is provided on the pipeline between the raw water tank and the pre-sedimentation tank, a second lift pump is provided on the pipeline between the first reaction tank and the intermediate water tank, and the TMF water production tank and DTRO A third lift pump is provided on the pipeline between the devices.
作为优选,所述浓缩槽与TMF装置之间的管路上设有循环泵。TMF装置在循环泵的推动下进水流量大、流速高、携带能力强。Preferably, a circulation pump is provided on the pipeline between the concentration tank and the TMF device. Driven by the circulating pump, the TMF device has large inflow flow, high flow velocity and strong carrying capacity.
更进一步地,所述第一反应池和第二反应池内分别设有自动搅拌装置。自动搅拌装置对第一反应池和第二反应池内废液进行充分搅拌,搅拌后的均质废液反应更加充分,处理效果更好,沉淀率高。Furthermore, automatic stirring devices are respectively installed in the first reaction pool and the second reaction pool. The automatic stirring device fully stirs the waste liquid in the first reaction tank and the second reaction tank, the homogeneous waste liquid after stirring reacts more fully, the treatment effect is better, and the sedimentation rate is high.
作为改进,所述第一反应池和第二反应池分别配置有PH监测仪。PH值的精确度直接影响废水处理效果,如果PH值偏离控制范围,将导致废水中重金属沉淀不完全,不能有效去除废水中的重金属离子,PH监测仪能对反应池内PH进行实时监测,严格控制PH值。As an improvement, the first reaction pool and the second reaction pool are respectively equipped with pH monitors. The accuracy of the pH value directly affects the wastewater treatment effect. If the pH value deviates from the control range, it will lead to incomplete precipitation of heavy metals in the wastewater and cannot effectively remove heavy metal ions in the wastewater. The pH monitor can monitor the pH in the reaction tank in real time and strictly control it. pH value.
本发明还提供了一种脱硫废水膜处理工艺,包括如下步骤:The present invention also provides a desulfurization wastewater membrane treatment process, comprising the following steps:
步骤a:将收集到的脱硫废水输送到原水池内,当原水池内液面达到设定高度时,通过第一提升泵将脱硫废水提升到预沉池内,在预沉池中,脱硫废水中的悬浮物和大的颗粒物进行预沉淀;Step a: Transport the collected desulfurization wastewater to the raw water tank. When the liquid level in the raw water tank reaches the set height, lift the desulfurization wastewater into the pre-sedimentation tank through the first lift pump. In the pre-sedimentation tank, the suspension in the desulfurization wastewater Pre-precipitation of matter and large particles;
步骤b:将预沉池上部的预沉液输送到第一反应池内,向第一反应池内加入石灰进行初步软化处理,形成硫酸钙、氢氧化镁的沉淀物,同时氢氧化镁携带二氧化硅形成共沉淀;经初步软化后的第一反应液由第二提升泵提升到中间水箱;Step b: Transport the pre-sedimentation liquid in the upper part of the pre-sedimentation tank to the first reaction tank, add lime to the first reaction tank for preliminary softening treatment, and form calcium sulfate and magnesium hydroxide precipitates, and at the same time, magnesium hydroxide carries silica Co-precipitation is formed; the first reaction liquid after preliminary softening is lifted to the intermediate water tank by the second lift pump;
步骤c:中间水箱内的第一反应液自流入第二反应池中,向第二反应池内添加氢氧化钠,对第一反应液的PH进行精调,将PH控制在10-12之间,氢氧化镁得到完全沉淀,同时在第二反应池内加入碳酸钠溶液,碳酸钠溶液与第一反应液中残留的钙离子反应形成碳酸钙沉淀;Step c: the first reaction liquid in the intermediate water tank flows into the second reaction pool, sodium hydroxide is added to the second reaction pool, the pH of the first reaction liquid is finely adjusted, and the pH is controlled between 10-12, Magnesium hydroxide is completely precipitated, and sodium carbonate solution is added in the second reaction tank simultaneously, and sodium carbonate solution reacts with calcium ions remaining in the first reaction solution to form calcium carbonate precipitation;
步骤d:第二反应池内反应后得到的第二反应液进入到浓缩槽,第二反应液在浓缩槽内浓缩沉淀,浓缩后的浓缩液经循环泵送入到TMF装置,TMF装置在循环泵的推动下对浓缩液进行错流过滤,过滤后的产水在TMF装置与浓缩槽之间循环,循环后的产水经投加盐酸进行PH调整,达到达标排放标准后排放,或者循环后的产水进入到TMF产水箱;Step d: The second reaction solution obtained after the reaction in the second reaction tank enters the concentration tank, the second reaction solution is concentrated and precipitated in the concentration tank, and the concentrated solution is sent to the TMF device through the circulation pump, and the TMF device is in the circulation pump The concentrated solution is cross-flow filtered under the impetus of the pump, and the filtered product water circulates between the TMF device and the concentration tank. The product water enters the TMF product water tank;
步骤e:TMF产水箱中的TMF产水经第三提升泵提升到DTRO装置,DTRO装置对TMF产水进行高倍浓缩处理,浓缩后的浓水送往蒸发器进行蒸发结晶处理,将得到的固体结晶盐干燥打包,浓缩后的产水经收集后回收处理。Step e: The TMF product water in the TMF product water tank is lifted to the DTRO device by the third lift pump, and the DTRO device performs high-power concentration treatment on the TMF product water, and the concentrated concentrated water is sent to the evaporator for evaporation and crystallization treatment, and the obtained solid The crystalline salt is dried and packaged, and the concentrated product water is collected and recycled.
进一步地,所述步骤d中的浓缩槽通过管路与板框压滤机连接,浓缩槽内浓缩后得到的污泥输送到板框压滤机进行污泥压滤处理,将压滤处理后的污泥进行后续污泥固废处置。Further, the thickening tank in the step d is connected to the plate-and-frame filter press through pipelines, and the sludge obtained after concentration in the thickening tank is transported to the plate-and-frame filter press for sludge pressure filtration treatment. The sludge will be processed for subsequent sludge solid waste disposal.
更进一步地,所述第一反应池和第二反应池内分别设有自动搅拌装置。Furthermore, automatic stirring devices are respectively installed in the first reaction pool and the second reaction pool.
作为进一步改进,所述第一反应池和第二反应池分别配置有PH监测仪。As a further improvement, the first reaction pool and the second reaction pool are respectively equipped with pH monitors.
本发明的有益效果:本发明提供的这种脱硫废水膜处理系统,结构简单、占用面积小,成本低,所采用的膜处理工艺,处理脱硫废水的效果较好,能够完全去除废水中的重金属以及悬浮物,产水率高且产水符合排放标准,在脱硫废水零排放处理方面具有可行性和适应性。Beneficial effects of the present invention: the desulfurization wastewater membrane treatment system provided by the present invention has a simple structure, a small occupied area, and low cost. The membrane treatment process adopted has a better effect in treating desulfurization wastewater and can completely remove heavy metals in wastewater As well as suspended solids, the water production rate is high and the produced water meets the discharge standards, which is feasible and adaptable in the zero discharge treatment of desulfurization wastewater.
附图说明Description of drawings
图1是本发明提供的脱硫废水膜处理系统的工艺流程示意图。Figure 1 is a schematic diagram of the process flow of the desulfurization wastewater membrane treatment system provided by the present invention.
附图标记说明:1、原水池;2、预沉池;3、第一反应池;4、中间水箱;5、第二反应池;6、浓缩槽;7、TMF装置;8、TMF产水箱;9、DTRO装置;10、蒸发器;11、干燥装置;12、板框压滤机;13、第一提升泵;14、第二提升泵;15、循环泵;16、回流管路;17、第三提升泵。Explanation of reference signs: 1. Raw water tank; 2. Pre-sedimentation tank; 3. First reaction tank; 4. Intermediate water tank; 5. Second reaction tank; 6. Concentration tank; 7. TMF device; 8. TMF water production tank ;9, DTRO device; 10, evaporator; 11, drying device; 12, plate and frame filter press; 13, the first lifting pump; 14, the second lifting pump; 15, circulation pump; 16, return pipeline; 17 , The third lift pump.
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。The present invention will be further explained below in conjunction with the accompanying drawings and specific embodiments.
实施例1:Example 1:
如图1所示的一种脱硫废水膜处理系统,包括通过管路依次连接的原水池1、预沉池2、第一反应池3、中间水箱4、第二反应池5、浓缩槽6、TMF装置7、TMF产水箱8、DTRO装置9、蒸发器10以及干燥装置11;所述TMF装置7通过回流管路16与浓缩槽6连接,所述DTRO装置9的浓水出口与蒸发器10入口连接。所述原水池1与预沉池2之间的管路上设有第一提升泵13,所述第一反应池3与中间水箱4之间的管路上设有第二提升泵14,所述TMF产水箱8与DTRO装置9之间的管路上设有第三提升泵17。所述浓缩槽6与TMF装置7之间的管路上设有循环泵15,TMF装置7在循环泵15的推动下进水流量大、流速高、携带能力强。所述浓缩槽6通过管路与板框压滤机12连接。所述板框压滤机12对浓缩槽6中产生的污泥进行脱水,脱水后的污泥作为一般固废处理。A desulfurization wastewater membrane treatment system as shown in Figure 1 includes a raw water tank 1, a pre-sedimentation tank 2, a first reaction tank 3, an intermediate water tank 4, a second reaction tank 5, a concentration tank 6, TMF device 7, TMF produced water tank 8, DTRO device 9, evaporator 10 and drying device 11; The TMF device 7 is connected with the concentration tank 6 through a return line 16, and the concentrated water outlet of the DTRO device 9 is connected to the evaporator 10 Ingress connection. The pipeline between the raw water tank 1 and the pre-sedimentation tank 2 is provided with a first lift pump 13, the pipeline between the first reaction tank 3 and the intermediate water tank 4 is provided with a second lift pump 14, and the TMF A third lift pump 17 is provided on the pipeline between the produced water tank 8 and the DTRO device 9 . A circulation pump 15 is arranged on the pipeline between the concentration tank 6 and the TMF device 7 , and the TMF device 7 is driven by the circulation pump 15 with a large inflow flow rate, a high flow rate and a strong carrying capacity. The concentration tank 6 is connected with a plate and frame filter press 12 through a pipeline. The plate and frame filter press 12 dehydrates the sludge generated in the thickening tank 6, and the dehydrated sludge is treated as general solid waste.
所述第一反应池3和第二反应池5内分别设有自动搅拌装置。自动搅拌装置对第一反应池3和第二反应池5内废液进行充分搅拌,搅拌后的均质废液反应更加充分,处理效果更好,沉淀率高。The first reaction pool 3 and the second reaction pool 5 are respectively equipped with automatic stirring devices. The automatic stirring device fully stirs the waste liquid in the first reaction pool 3 and the second reaction pool 5, and the stirred homogeneous waste liquid reacts more fully, with better treatment effect and high sedimentation rate.
另外,第一反应池3和第二反应池5分别配置有PH监测仪。PH值的精确度直接影响废水处理效果,如果PH值偏离控制范围,将导致废水中重金属沉淀不完全,不能有效去除废水中的重金属离子,PH监测仪能对反应池内PH进行实时监测,严格控制PH值。In addition, the first reaction pool 3 and the second reaction pool 5 are respectively equipped with pH monitors. The accuracy of the pH value directly affects the wastewater treatment effect. If the pH value deviates from the control range, it will lead to incomplete precipitation of heavy metals in the wastewater and cannot effectively remove heavy metal ions in the wastewater. The pH monitor can monitor the pH in the reaction tank in real time and strictly control it. pH value.
本实施例提供的脱硫废水膜处理系统,先对废水进行初步软化处理,初步除去了废水中的钙、镁重金属离子以及悬浮物,其次采用TMF装置进行错流过滤处理,TMF装置将大分子悬浮物截留,降低了废水硬度,TMF装置的透过液进入到DTRO装置内进行浓缩处理,除去废水中的COD、细菌、氨氮等污染物,并将浓缩后的浓水送到蒸发器进行蒸发处理,固体结晶物进行干燥打包,浓缩后的产水符合达标排放标准。该膜处理系统,废水处理效果好,能完全去除水质中的悬浮物SS、含重金属悬浮物,产水符合达标排放标准,占用面积小,投资小。The desulfurization wastewater membrane treatment system provided in this example firstly performs preliminary softening treatment on the wastewater, initially removes calcium, magnesium heavy metal ions and suspended solids in the wastewater, and then uses a TMF device for cross-flow filtration treatment, and the TMF device suspends macromolecules The interception of waste water reduces the hardness of wastewater. The permeate from the TMF device enters the DTRO device for concentration treatment to remove COD, bacteria, ammonia nitrogen and other pollutants in the wastewater, and the concentrated concentrated water is sent to the evaporator for evaporation treatment. , the solid crystals are dried and packaged, and the concentrated product water meets the discharge standard. The membrane treatment system has good wastewater treatment effect, can completely remove suspended solids SS and heavy metal suspended solids in the water quality, and the produced water meets the standard discharge standards, with small occupied area and low investment.
实施例2:Example 2:
在实施例1的基础上,我们还提供了一种脱硫废水膜处理工艺,结合图1具体阐述工艺过程,包括如下步骤:On the basis of Example 1, we also provide a membrane treatment process for desulfurization wastewater, and describe the process in detail in conjunction with Figure 1, including the following steps:
步骤a:将收集到的脱硫废水输送到原水池1内,当原水池1内液面达到设定高度时,通过第一提升泵13将脱硫废水提升到预沉池2内,在预沉池2中,脱硫废水中的悬浮物和大的颗粒物进行预沉淀;Step a: Transport the collected desulfurization wastewater to the raw water pool 1. When the liquid level in the raw water pool 1 reaches the set height, lift the desulfurization wastewater into the pre-sedimentation tank 2 through the first lift pump 13, In 2, the suspended solids and large particles in the desulfurization wastewater are pre-precipitated;
步骤b:将预沉池2上部的预沉液输送到第一反应池3内,向第一反应池3内加入石灰进行初步软化处理,形成硫酸钙、氢氧化镁的沉淀物,同时氢氧化镁携带二氧化硅形成共沉淀;经初步软化后的第一反应液由第二提升泵14提升到中间水箱4;所述第一反应池3内设有自动搅拌装置。通过充分搅拌使得药剂与废水液完全混合反应。Step b: transport the pre-sedimentation liquid in the upper part of the pre-settling tank 2 to the first reaction tank 3, add lime to the first reaction tank 3 for preliminary softening treatment, form calcium sulfate and magnesium hydroxide precipitates, and simultaneously Magnesium carries silicon dioxide to form co-precipitation; the first reaction liquid after preliminary softening is lifted to the intermediate water tank 4 by the second lift pump 14; the first reaction tank 3 is equipped with an automatic stirring device. The medicament and the waste water are completely mixed and reacted by stirring thoroughly.
步骤c:中间水箱4内的第一反应液自流入第二反应池5中,向第二反应池5内添加氢氧化钠,对第一反应液的PH进行精调,第一反应池3内设有PH监测仪,将PH控制在10-12之间,优选在11.5,氢氧化镁得到完全沉淀,同时在第二反应池5内加入碳酸钠溶液,碳酸钠溶液与第一反应液中残留的钙离子反应形成碳酸钙沉淀;所述第二反应池5内设有自动搅拌装置和PH监测仪。通过充分搅拌使得药剂与废水液完全混合反应。Step c: the first reaction liquid in the intermediate water tank 4 flows into the second reaction pool 5, and sodium hydroxide is added in the second reaction pool 5 to fine-tune the pH of the first reaction liquid. A PH monitor is provided to control the PH between 10-12, preferably 11.5, and the magnesium hydroxide is completely precipitated. At the same time, a sodium carbonate solution is added in the second reaction tank 5, and the sodium carbonate solution and the first reaction solution remain The calcium ions react to form calcium carbonate precipitation; the second reaction pool 5 is provided with an automatic stirring device and a pH monitor. The medicament and the waste water are completely mixed and reacted by stirring thoroughly.
步骤d:第二反应池5内反应后得到的第二反应液进入到浓缩槽6,第二反应液在浓缩槽6内浓缩沉淀,浓缩后的浓缩液经循环泵15送入到TMF装置7,TMF装置7在循环泵15的推动下对浓缩液进行错流过滤,TMF装置7与浓缩槽6之间设有回流管路16,过滤后的产水在TMF装置7与浓缩槽6之间循环,循环后的产水经投加盐酸进行PH调整,达到达标排放标准后排放,或者循环后的产水进入到TMF产水箱8;进一步地,浓缩槽6通过管路与板框压滤机12连接,浓缩槽6内浓缩后得到的污泥输送到板框压滤机12进行污泥压滤处理,将压滤处理后的污泥进行后续污泥固废处置。Step d: the second reaction solution obtained after the reaction in the second reaction tank 5 enters the concentration tank 6, the second reaction solution is concentrated and precipitated in the concentration tank 6, and the concentrated solution is sent to the TMF device 7 through the circulation pump 15 , the TMF device 7 carries out cross-flow filtration to the concentrate under the promotion of the circulation pump 15, a return line 16 is provided between the TMF device 7 and the concentration tank 6, and the filtered product water is between the TMF device 7 and the concentration tank 6 Circulation, the circulating product water is adjusted by adding hydrochloric acid for pH adjustment, and discharged after reaching the discharge standard, or the recycled product water enters the TMF product water tank 8; further, the concentration tank 6 passes through the pipeline and the plate and frame filter press 12 is connected, and the sludge obtained after concentration in the concentration tank 6 is transported to the plate and frame filter press 12 for sludge pressure filtration treatment, and the sludge after the pressure filtration treatment is subjected to subsequent sludge solid waste disposal.
TMF装置7采用错流式管式过滤,代替了传统的沉降和澄清工艺,达到了很好的出水水质,利用微孔膜把废水中的沉淀物分离出来,不需要沉淀物粒径足够大和比重足够大,所以当把物质从溶解状态转化为不溶状态后,是一种更有效的分离方法。TMF device 7 adopts cross-flow tubular filtration, which replaces the traditional sedimentation and clarification process, and achieves good effluent quality. The microporous membrane is used to separate the sediment in the wastewater, and the sediment particle size and specific gravity are not required to be large enough. Large enough so that it is a more efficient separation method when converting a substance from a dissolved state to an insoluble state.
经过一段时间稳定运行后,TMF装置原水和产水水质分析如下所示,After a period of stable operation, the analysis of the raw water and product water quality of the TMF unit is as follows,
从关键性硬度等指标可以看出,TMF装置产水中的钙、镁硬度能够控制在50mg/L以内,完全满足后续膜浓缩要求,另外,可以通过提高加药量的方式来补充碱度、降低硬度。It can be seen from the key hardness and other indicators that the calcium and magnesium hardness in the produced water of the TMF device can be controlled within 50mg/L, which fully meets the subsequent membrane concentration requirements. In addition, the alkalinity can be supplemented and reduced by increasing the dosage. hardness.
步骤e:TMF产水箱8中的TMF产水经第三提升泵17提升到DTRO装置9,DTRO装置9对TMF产水进行高倍浓缩处理,浓缩后的浓水送往蒸发器10进行蒸发结晶处理,将得到的固体结晶盐干燥打包,浓缩后的产水经收集后回收处理。Step e: The TMF produced water in the TMF produced water tank 8 is lifted to the DTRO device 9 through the third lift pump 17, and the DTRO device 9 performs high-power concentration treatment on the TMF produced water, and the concentrated concentrated water is sent to the evaporator 10 for evaporation and crystallization treatment , the obtained solid crystalline salt is dried and packaged, and the concentrated product water is collected and recycled.
DTRO装置9设有单只DTRO膜(高压反渗透膜),膜面积9.405m2,膜通量设定在5-30L/m2.h之间,配套设备有过滤器、高压泵、增压泵、高压膜壳。选用的是压力等级为120kg的高压反渗透膜,高压泵为变频设置,压力可调。高压泵压力最低90kg时,此时测得浓水TDS为98600mg/L,高压泵最高压力为117kg等级,此时测得浓水最高TDS为130580mg/L。DTRO装置的水质分析情况如下所示,The DTRO device 9 is equipped with a single DTRO membrane (high-pressure reverse osmosis membrane), the membrane area is 9.405m2 , the membrane flux is set between 5-30L/m2 . h, and the supporting equipment includes filters, high-pressure pumps, booster Pumps, high-pressure membrane casings. A high-pressure reverse osmosis membrane with a pressure rating of 120kg is selected, and the high-pressure pump is set with frequency conversion, and the pressure is adjustable. When the minimum pressure of the high-pressure pump is 90kg, the TDS of concentrated water measured at this time is 98600mg/L, and the maximum pressure of the high-pressure pump is 117kg. The water quality analysis of the DTRO unit is as follows,
稳定运行1个月左右,膜系统压差未见明显异常,膜系统污染较小,DTRO的产水TDS在500mg/L以内,产水符合排放标准,DTRO的浓水直接进入后续蒸发结晶系统,可以设置二级反渗透系统将水质提高到更高标准。Stable operation for about 1 month, no obvious abnormality in the pressure difference of the membrane system, less pollution of the membrane system, TDS of DTRO produced water is within 500mg/L, and the produced water meets the discharge standard, and the concentrated water of DTRO directly enters the subsequent evaporation and crystallization system. A secondary reverse osmosis system can be installed to improve water quality to a higher standard.
以上例举仅仅是对本发明的举例说明,并不构成对本发明的保护范围的限制,凡是与本发明相同或相似的设计均属于本发明的保护范围之内。The above examples are only illustrations of the present invention, and do not constitute a limitation to the protection scope of the present invention. All designs that are the same as or similar to the present invention fall within the protection scope of the present invention.
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| CN106396231B (en) * | 2016-10-28 | 2019-08-02 | 浙江蓝天求是环保股份有限公司 | A cooling tower evaporative crystallization desulfurization wastewater treatment system and treatment method |
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| CN108793557B (en) * | 2018-06-14 | 2021-10-22 | 龙净科杰环保技术(上海)有限公司 | A kind of desulfurization wastewater bypass flue evaporation treatment process and system |
| CN108658355A (en) * | 2018-06-15 | 2018-10-16 | 王佳宁 | A kind of full factory's waste water drainage system in coal-burning power plant and its application method |
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| CN109095485A (en) * | 2018-10-30 | 2018-12-28 | 华北电力大学(保定) | A kind of system using desulfurization wastewater preparing magnesium hydroxide |
| CN110357304A (en) * | 2019-07-19 | 2019-10-22 | 中电环保股份有限公司 | A kind of desulfurization wastewater softening microfiltration systems and technique |
| CN113121032B (en) * | 2019-12-31 | 2023-02-10 | 有研资源环境技术研究院(北京)有限公司 | Ship flue gas washing desulfurization wastewater treatment device and method |
| CN112624425A (en) * | 2020-12-28 | 2021-04-09 | 西安西热控制技术有限公司 | Desulfurization wastewater treatment system of thermal power plant |
| CN113501596A (en) * | 2021-07-21 | 2021-10-15 | 杭州碟滤膜技术有限公司 | Pretreatment process for high-oil high-suspended matter wastewater |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007000789A (en) * | 2005-06-24 | 2007-01-11 | Sasakura Engineering Co Ltd | Method for concentrating waste water and its apparatus |
| CN101891330A (en) * | 2010-07-23 | 2010-11-24 | 深圳市能源环保有限公司 | A power plant wastewater treatment system and method |
| CN103708666A (en) * | 2013-12-19 | 2014-04-09 | 武汉尚远环保股份有限公司 | Method and equipment for desulfurization waste water reuse and zero discharge treatment |
| CN204675945U (en) * | 2015-05-26 | 2015-09-30 | 中国华电工程(集团)有限公司 | Desulfurization wastewater Zero discharging system |
| CN204939131U (en) * | 2015-08-17 | 2016-01-06 | 北京朗新明环保科技有限公司南京分公司 | Tube type filter membrance wastewater treatment and waste water reuse system |
| CN204981431U (en) * | 2015-09-29 | 2016-01-20 | 南京丹恒科技有限公司 | Adopt tubular micro -filtration membrane's desulfurization waste water recycling processing system |
| CN205856226U (en) * | 2016-03-30 | 2017-01-04 | 北京朗新明环保科技有限公司南京分公司 | A kind of desulfurization wastewater film processing system |
-
2016
- 2016-03-30 CN CN201610192880.6A patent/CN105712559B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007000789A (en) * | 2005-06-24 | 2007-01-11 | Sasakura Engineering Co Ltd | Method for concentrating waste water and its apparatus |
| CN101891330A (en) * | 2010-07-23 | 2010-11-24 | 深圳市能源环保有限公司 | A power plant wastewater treatment system and method |
| CN103708666A (en) * | 2013-12-19 | 2014-04-09 | 武汉尚远环保股份有限公司 | Method and equipment for desulfurization waste water reuse and zero discharge treatment |
| CN204675945U (en) * | 2015-05-26 | 2015-09-30 | 中国华电工程(集团)有限公司 | Desulfurization wastewater Zero discharging system |
| CN204939131U (en) * | 2015-08-17 | 2016-01-06 | 北京朗新明环保科技有限公司南京分公司 | Tube type filter membrance wastewater treatment and waste water reuse system |
| CN204981431U (en) * | 2015-09-29 | 2016-01-20 | 南京丹恒科技有限公司 | Adopt tubular micro -filtration membrane's desulfurization waste water recycling processing system |
| CN205856226U (en) * | 2016-03-30 | 2017-01-04 | 北京朗新明环保科技有限公司南京分公司 | A kind of desulfurization wastewater film processing system |
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