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CN105152261B - A kind of preparation of ammonia nitrogen waste water adsorbent that can be recycled and regeneration application method - Google Patents

A kind of preparation of ammonia nitrogen waste water adsorbent that can be recycled and regeneration application method Download PDF

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CN105152261B
CN105152261B CN201510552600.3A CN201510552600A CN105152261B CN 105152261 B CN105152261 B CN 105152261B CN 201510552600 A CN201510552600 A CN 201510552600A CN 105152261 B CN105152261 B CN 105152261B
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ammonia nitrogen
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郜洪文
林志国
赵建夫
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Tongji University
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Abstract

本发明涉及一种可循环使用的氨氮废水吸附剂的制备和再生使用方法,将磷酸盐、硅酸盐、镁盐按一定比例混合、反应10~30分钟,离心分离沉淀,干燥后即得可循环使用的氨氮废水吸附剂。使用时,直接将可循环使用的氨氮废水吸附剂投加到pH9~10氨氮废水中,搅拌10~40分钟,静置10~100分钟,收集沉淀物,在100~120℃下烘3~5小时,得到再生吸附剂粉,将再生吸附剂粉循环用于氨氮废水的吸附处理,连续循环3次或以上,再生吸附剂粉的吸附性能与可循环使用的氨氮废水吸附剂初始吸附性能很接近。本发明具有制备工艺简单、生产原料易得、成本低廉,产品对氨氮吸附量大、时间短、再生效率高等优点,具有可贵的经济和社会效益。The invention relates to a method for preparing and regenerating a recyclable ammonia-nitrogen wastewater adsorbent. Phosphate, silicate, and magnesium salt are mixed in a certain proportion, reacted for 10 to 30 minutes, centrifuged and precipitated, and can be obtained after drying. Recycled ammonia nitrogen wastewater adsorbent. When in use, directly add the recyclable ammonia nitrogen wastewater adsorbent into the ammonia nitrogen wastewater with a pH of 9 to 10, stir for 10 to 40 minutes, let stand for 10 to 100 minutes, collect the sediment, and bake at 100 to 120°C for 3 to 5 minutes. Hours, the regenerated adsorbent powder is obtained, and the regenerated adsorbent powder is recycled for the adsorption treatment of ammonia nitrogen wastewater, and the continuous cycle is 3 times or more. The adsorption performance of the regenerated adsorbent powder is very close to the initial adsorption performance of the recyclable ammonia nitrogen wastewater adsorbent . The invention has the advantages of simple preparation process, readily available raw materials, low cost, large adsorption capacity of ammonia nitrogen, short time, high regeneration efficiency, etc., and has valuable economic and social benefits.

Description

一种可循环使用的氨氮废水吸附剂的制备和再生使用方法A method for the preparation and regeneration of a recyclable ammonia nitrogen wastewater adsorbent

技术领域technical field

本发明涉及一种可循环使用的氨氮废水吸附剂的制备和再生使用方法,属于环境污染控制技术领域。The invention relates to a method for preparing and regenerating a recyclable ammonia nitrogen wastewater adsorbent, belonging to the technical field of environmental pollution control.

背景技术Background technique

水中氨氮源自,一,生活污水中含氮有机物受微生物作用分解产物,二,某些工业废水,如焦化废水和合成氨、化肥厂废水、农田排水、以及养殖水中过剩饲料及过度施肥等。水中氨氮含量高会造成水体富营养化,导致水草、蓝藻等生物大量繁殖,破坏生态平衡,引发系列环境问题,严重危害生态安全。在好氧条件下,亚硝化菌、硝化菌会将水体中的氨氮氧化成硝酸盐和亚硝酸盐,对饮用水和水生物产生很大危害。Ammonia nitrogen in water comes from, first, the decomposition products of nitrogen-containing organic matter in domestic sewage by microorganisms, and second, certain industrial wastewater, such as coking wastewater and synthetic ammonia, wastewater from chemical fertilizer plants, farmland drainage, and excess feed in aquaculture water and excessive fertilization. High ammonia nitrogen content in water will cause eutrophication of the water body, leading to the proliferation of aquatic plants, blue-green algae and other organisms, destroying the ecological balance, causing a series of environmental problems, and seriously endangering ecological security. Under aerobic conditions, nitrosifying bacteria and nitrifying bacteria will oxidize ammonia nitrogen in the water body into nitrate and nitrite, which will cause great harm to drinking water and aquatic organisms.

目前,国内外高浓度氨氮废水处理技术,主要可以分为生物法、物理化学法和多种技术联合使用的方法。生物法是利用微生物的生命活动,通过氨化、硝化、反硝化等一系列反应,使废水中的氨氮最终转变为无害的氮气排放。生物法主要包括传统生物硝化反硝化技术、同步硝化反硝化技术、短程硝化反硝化技术、厌氧氨氧化技术等。生物法出水水质较稳定,运行成本低,便于管理,但运行周期长,脱氮效率低,易受进水水质和环境因素影响,还易造成二次污染,适用于大规模的低氨氮废水处理工程。物理化学法是利用物理和化学的综合作用,使氨氮废水得以净化。它主要包括吹脱法、折点氯化法、离子交换法、磷酸铵镁沉淀法等处理技术。磷酸铵镁沉淀法(MAP法)是通过向废水中投加镁盐和磷酸盐,在碱性条件下生成磷酸铵镁结晶沉淀,从而去除水中的氨。磷酸铵镁沉淀法处理氨氮废水具有反应迅速、工艺简单、不受温度和水中毒素影响、去除率高的优点,适合高浓度废水的处理。但该方法需要投加大量的磷酸盐,废水中残留的磷酸根、镁离子、氯离子和硫酸根离子等给后续处理带来了负担,还需要添加氢氧化钠来调节pH,成本较高,而且再生MAP的使用过程中磷酸根因溶解而流失严重,再生材料的吸附性能和吸附效率都大为降低,在工业应用中受到限制。At present, the domestic and foreign high-concentration ammonia nitrogen wastewater treatment technologies can be mainly divided into biological methods, physical and chemical methods and methods combined with various technologies. The biological method is to use the life activities of microorganisms to convert the ammonia nitrogen in the wastewater into harmless nitrogen gas through a series of reactions such as ammonification, nitrification, and denitrification. Biological methods mainly include traditional biological nitrification and denitrification technology, simultaneous nitrification and denitrification technology, short-range nitrification and denitrification technology, anaerobic ammonium oxidation technology, etc. The effluent quality of the biological method is relatively stable, the operating cost is low, and it is easy to manage, but the operating cycle is long, the nitrogen removal efficiency is low, it is easily affected by the influent water quality and environmental factors, and it is easy to cause secondary pollution. It is suitable for large-scale low-ammonia nitrogen wastewater treatment project. The physical and chemical method is to use the comprehensive effect of physics and chemistry to purify ammonia nitrogen wastewater. It mainly includes blow-off method, break point chlorination method, ion exchange method, magnesium ammonium phosphate precipitation method and other treatment technologies. The magnesium ammonium phosphate precipitation method (MAP method) is to remove the ammonia in the water by adding magnesium salt and phosphate to the wastewater to generate magnesium ammonium phosphate crystal precipitation under alkaline conditions. Ammonium magnesium phosphate precipitation method has the advantages of quick response, simple process, not affected by temperature and toxins in water, and high removal rate, and is suitable for the treatment of high-concentration wastewater. However, this method needs to add a large amount of phosphate, and the residual phosphate, magnesium ions, chloride ions and sulfate ions in the wastewater have brought a burden to the subsequent treatment, and sodium hydroxide needs to be added to adjust the pH, which is costly. Moreover, during the use of regenerated MAP, the phosphate radicals are seriously lost due to dissolution, and the adsorption performance and adsorption efficiency of the regenerated materials are greatly reduced, which is limited in industrial applications.

用吸附法处理高浓度氨氮废水是利用离子交换剂(不溶性离子化合物)内的可交换离子与溶液中的同性阳离子(NH4 +)进行交换反应,把大量的NH4 +都吸附到不溶性离子化合物表面,从而实现氨氮的去除。常用的吸附剂大致可以分为三类:①矿物类吸附剂,主要有沸石、凹凸棒土、膨润土、蛭石、稀土和海泡石等,②废渣类吸附剂,主要有粉煤灰、花生壳等,③竹炭类吸附剂,如活性炭、竹炭、炭化甘蔗渣等。佟小薇等发现利用无机盐改性沸石时,NaCl改性沸石对氨氮吸附效果最好,对氨氮吸附量可达887mg/kg,是天然沸石的3.84倍(佟小薇,朱义年,环境工程学报,2009,3:635-638)。张林栋等对纯化后的海泡石经水热活化、酸活化和钠离子交换改性,当pH6,氨氮浓度500mg/L,吸附时间8h,对氨氮饱和吸附量8.89mg/g(张林栋,王先年,李军等,化工环保,2006,26:67-69)。刘通等试验发现,经盐改性的沸石对氨氮有较高的去除率,对氨氮浓度4.43mg/L水源水,在粒径0.8~1.7mm、25℃下,经15min接触,氨氮浓度降至0.3mg/L,去除率93.2%(刘通,闫刚,姚立荣,水文地质工程地质,2011,38:97-101)。郑越等的研究发现,粉煤灰对氨氮的吸附容量随着水中氨氮浓度的增加而增大,氨氮浓度500mg/L,粉煤灰对氨氮的吸附容量最高达0.68mg/g(郑越,刘方,吴永贵,环境科学与技术,2011,34:4-7)。周珊等用硝酸改性竹炭,当pH7,氨氮浓度50mg/L,投加量3.0g/100mL,平衡吸附时间4h,氨氮饱和吸附量达到0.30mg/g(周珊,陈斌,王佳莹等,浙江大学学报-农业与生命科学版,2007,33:584-590)。综上所述,上述吸附剂存在吸附时间长、吸附量小、再生效率低等缺点,因此,研发工艺简单、吸附容量大、可再生的氨氮吸附剂具有重要应用价值。The adsorption method to treat high-concentration ammonia nitrogen wastewater is to use the exchangeable ions in the ion exchanger (insoluble ionic compound) to exchange with the same-sex cation (NH 4 + ) in the solution, and absorb a large amount of NH 4 + to the insoluble ionic compound surface, thereby achieving the removal of ammonia nitrogen. Commonly used adsorbents can be roughly divided into three categories: ① mineral adsorbents, mainly including zeolite, attapulgite, bentonite, vermiculite, rare earth and sepiolite, etc.; ② waste residue adsorbents, mainly including fly ash, peanut Shells, etc., ③ bamboo charcoal adsorbents, such as activated carbon, bamboo charcoal, carbonized bagasse, etc. Tong Xiaowei and others found that when using inorganic salts to modify zeolite, NaCl modified zeolite has the best adsorption effect on ammonia nitrogen, and the adsorption capacity of ammonia nitrogen can reach 887mg/kg, which is 3.84 times that of natural zeolite (Tong Xiaowei, Zhu Yinian, Journal of Environmental Engineering, 2009,3 :635-638). Zhang Lindong and others modified the purified sepiolite by hydrothermal activation, acid activation and sodium ion exchange. When the pH was 6, the concentration of ammonia nitrogen was 500 mg/L, and the adsorption time was 8 hours, the saturated adsorption capacity of ammonia nitrogen was 8.89 mg/g (Zhang Lindong, Wang Xiannian, Li Jun et al., Chemical Environmental Protection, 2006, 26:67-69). Liu Tong and others found that the salt-modified zeolite has a high removal rate for ammonia nitrogen. For source water with an ammonia nitrogen concentration of 4.43mg/L, the concentration of ammonia nitrogen decreased after 15 minutes of contact at 25°C with a particle size of 0.8-1.7mm. To 0.3mg/L, the removal rate is 93.2% (Liu Tong, Yan Gang, Yao Lirong, Hydrogeology and Engineering Geology, 2011, 38:97-101). Research by Zheng Yue et al. found that the adsorption capacity of fly ash to ammonia nitrogen increases with the increase of ammonia nitrogen concentration in water. The ammonia nitrogen concentration is 500 mg/L, and the adsorption capacity of fly ash to ammonia nitrogen is as high as 0.68 mg/g (Zheng Yue, Liu Fang, Wu Yonggui, Environmental Science and Technology, 2011, 34:4-7). Zhou Shan and others modified bamboo charcoal with nitric acid. When the pH was 7, the concentration of ammonia nitrogen was 50 mg/L, the dosage was 3.0 g/100 mL, and the equilibrium adsorption time was 4 hours, the saturated adsorption capacity of ammonia nitrogen reached 0.30 mg/g (Zhou Shan, Chen Bin, Wang Jiaying, etc., Journal of Zhejiang University-Agriculture and Life Sciences, 2007, 33:584-590). In summary, the above-mentioned adsorbents have disadvantages such as long adsorption time, small adsorption capacity, and low regeneration efficiency. Therefore, the research and development of ammonia-nitrogen adsorbents with simple process, large adsorption capacity, and regenerability have important application value.

发明内容Contents of the invention

本发明的目的在于公开一种可循环使用的氨氮废水吸附剂的制备方法,该吸附剂主要用于工业废水中高浓度氨氮废水的处理。The object of the present invention is to disclose a preparation method of a recyclable ammonia nitrogen wastewater adsorbent, which is mainly used for the treatment of high concentration ammonia nitrogen wastewater in industrial wastewater.

为了达到上述目的,本发明基于磷酸氢镁吸附氨生成难溶于水的磷酸铵镁这一反应原理,并且采用硅酸盐的掺杂,降低磷的流失(固定磷),将磷酸盐、硅酸盐、镁盐等按一定比例通过混合反应,制得氨氮废水吸附剂,将氨氮废水吸附剂投加到氨氮废水,沉淀,经分离、加热,烘干再生,得到可循环使用的氨氮废水吸附剂,该吸附剂三次连续循环的吸附性能与初始吸附剂的吸附性能很接近。In order to achieve the above object, the present invention is based on the reaction principle of magnesium hydrogen phosphate adsorbing ammonia to generate insoluble water-soluble magnesium ammonium phosphate, and adopts the doping of silicate to reduce the loss of phosphorus (fix phosphorus), and combine phosphate, silicon Ammonia nitrogen wastewater adsorbent is prepared by mixing reaction with acid salt, magnesium salt, etc. in a certain proportion. The ammonia nitrogen wastewater adsorbent is added to ammonia nitrogen wastewater, precipitated, separated, heated, dried and regenerated to obtain recyclable ammonia nitrogen wastewater adsorption. The adsorption performance of the adsorbent in three consecutive cycles is very close to that of the initial adsorbent.

具体制备和使用工艺如下:The specific preparation and use process is as follows:

一种可循环使用的氨氮废水吸附剂的制备方法是:先按质量比计量磷酸盐:硅酸盐:镁盐=20:1~20:10~100份,然后加水搅拌反应10~30分钟,静置0.5~2小时,离心分离,得到可循环使用的氨氮废水吸附剂;A preparation method of a recyclable ammonia nitrogen wastewater adsorbent is as follows: firstly measure phosphate:silicate:magnesium salt=20:1~20:10~100 parts according to the mass ratio, then add water and stir for 10~30 minutes, Stand still for 0.5 to 2 hours , and centrifuge to obtain a recyclable ammonia nitrogen wastewater adsorbent;

上述磷酸盐是市售的工业级磷酸氢二钠,或磷酸氢二钾;Above-mentioned phosphate is commercially available industrial grade disodium hydrogen phosphate, or dipotassium hydrogen phosphate;

上述硅酸盐是市售的工业级硅酸钠,或硅酸钾;Above-mentioned silicate is commercially available technical grade sodium silicate, or potassium silicate;

上述镁盐是市售的工业级氯化镁,或硫酸镁。Above-mentioned magnesium salt is commercially available technical grade magnesium chloride, or magnesium sulfate.

所述可循环使用的氨氮废水吸附剂的制备方法是,先在计量的磷酸盐中加水制备成摩尔浓度为0.2mol/L磷酸盐溶液,将硅酸盐加水制备成摩尔浓度为0.1mol/L的硅酸盐溶液,将镁盐加水制备成摩尔浓度为0.5mol/L的镁盐溶液,然后将硅酸盐溶液加入磷酸盐溶液中,然后边搅拌边缓慢加入镁盐溶液,搅拌10~30分钟,静置0.5~2小时,离心分离,即得可循环使用的氨氮废水吸附剂。The preparation method of the recyclable ammonia nitrogen waste water adsorbent is: firstly add water to the metered phosphate to prepare a phosphate solution with a molar concentration of 0.2mol/L, and add water to the silicate to prepare a molar concentration of 0.1mol/L Silicate solution, the magnesium salt is added with water to prepare a magnesium salt solution with a molar concentration of 0.5mol/L, then the silicate solution is added to the phosphate solution, and then the magnesium salt solution is slowly added while stirring, and stirred for 10-30 minute, stand still for 0.5-2 hours, and centrifuge to obtain a recyclable ammonia nitrogen wastewater adsorbent.

一种可循环使用的氨氮废水吸附剂的使用方法是:将可循环使用的氨氮废水吸附剂加入待处理的pH9~10氨氮废水中,可循环使用的氨氮废水吸附剂的加入量是待处理的氨氮废水质量的0.5%~3%;搅拌10~40分钟,静置10~100分钟,移去上清液,收集下层沉淀物,在100~120℃下烘干3~5小时,即得再生吸附剂粉,然后将得到的再生吸附剂粉加入待处理的氨氮废水中,按照上述搅拌10~40分钟,静置10~100分钟,移去上清液,收集下层沉淀物,在100~120℃下烘干3~5小时,得到再生吸附剂粉的工艺,循环连续3次或以上,再生吸附剂粉的吸附性能与可循环使用的氨氮废水吸附剂的吸附性能很接近;A method of using the recyclable ammonia nitrogen wastewater adsorbent is: adding the recyclable ammonia nitrogen wastewater adsorbent into the ammonia nitrogen wastewater with a pH of 9 to 10 to be treated, and the amount of the recyclable ammonia nitrogen wastewater adsorbent is the amount to be treated 0.5% to 3% of the mass of ammonia nitrogen wastewater; stir for 10 to 40 minutes, let stand for 10 to 100 minutes, remove the supernatant, collect the lower sediment, and dry at 100 to 120°C for 3 to 5 hours to obtain regeneration Adsorbent powder, then add the obtained regenerated adsorbent powder into the ammonia nitrogen wastewater to be treated, stir for 10-40 minutes according to the above, let stand for 10-100 minutes, remove the supernatant, collect the lower layer of sediment, at 100-120 Drying at ℃ for 3 to 5 hours to obtain regenerated adsorbent powder, cycle continuously for 3 times or more, the adsorption performance of regenerated adsorbent powder is very close to that of recyclable ammonia nitrogen wastewater adsorbent;

上述再生吸附剂粉的加入量是待处理的氨氮废水质量的0.5%~3%;The amount of the above regenerated adsorbent powder added is 0.5% to 3% of the quality of the ammonia nitrogen wastewater to be treated;

上述待处理的废水为氨氮浓度大于500mg/L的工业废水。The wastewater to be treated above is industrial wastewater with an ammonia nitrogen concentration greater than 500 mg/L.

本发明的氨氮废水吸附剂具有如下优点:The ammonia nitrogen wastewater adsorbent of the present invention has the following advantages:

1,由于本发明的吸附剂中掺杂了可降低磷的流失的硅酸盐,因此,显著提高了吸附效率,本发明的吸附剂氨吸附量超过80g/kg,与现有的吸附量最大的吸附剂相比,吸附性能明显提高,而且吸附时间短,应用范围宽,适合于各种氨氮废水的处理的优点。1. Since the adsorbent of the present invention is doped with silicate that can reduce the loss of phosphorus, the adsorption efficiency is significantly improved. The ammonia adsorption capacity of the adsorbent of the present invention exceeds 80g/kg, which is the largest with the existing adsorption capacity Compared with other adsorbents, the adsorption performance is obviously improved, and the adsorption time is short, the application range is wide, and it is suitable for the treatment of various ammonia nitrogen wastewater.

2,由于本发明的吸附剂掺杂了可降低磷的流失的硅酸盐,因此与现有的磷酸铵镁沉淀法相比,不需要投加大量的磷酸盐和镁盐药剂,废水中残留的磷酸根、镁离子、氯离子和硫酸根离子少,后续处理简单,大大降低了处理成本。2. Since the adsorbent of the present invention is doped with silicate that can reduce the loss of phosphorus, compared with the existing magnesium ammonium phosphate precipitation method, it does not need to add a large amount of phosphate and magnesium salt reagents, and the residues in the wastewater There are few phosphate, magnesium, chloride and sulfate ions, and the follow-up treatment is simple, which greatly reduces the treatment cost.

3,由于本发明的吸附剂掺杂了可降低磷的流失的硅酸盐,因此再生效果好,不需要补磷,可连续3次以上再生循环用于氨氮废水的吸附处理,再生吸附剂的吸附性能与初始吸附剂很接近。3. Since the adsorbent of the present invention is doped with silicate that can reduce the loss of phosphorus, the regeneration effect is good, and phosphorus supplementation is not required, and it can be used for the adsorption treatment of ammonia nitrogen wastewater for more than 3 consecutive regeneration cycles. The adsorption performance is very close to that of the initial adsorbent.

4,本发明的吸附剂的制备工艺简单、生产原料易得、价格便宜,也减少了二次污染,具有可贵的经济和社会效益。4. The preparation process of the adsorbent of the present invention is simple, the production raw materials are easy to obtain, the price is cheap, and the secondary pollution is also reduced, which has valuable economic and social benefits.

具体实施方式detailed description

实施例1Example 1

可循环使用的氨氮废水吸附剂的制备Preparation of Recyclable Adsorbent for Ammonia Nitrogen Wastewater

在0.2mol/L磷酸氢二钠溶液100ml中,加入0.1mol/L硅酸钠溶液100ml,在搅拌条件下,缓慢加入0.5mol/L氯化镁溶液100ml,搅拌30min,静置1小时,离心,收集沉淀即得可循环使用的氨氮废水吸附剂,在110℃条件下烘4小时,得固体可循环使用的氨氮废水吸附剂粉末产品3.5g。In 100ml of 0.2mol/L disodium hydrogen phosphate solution, add 100ml of 0.1mol/L sodium silicate solution, under stirring condition, slowly add 100ml of 0.5mol/L magnesium chloride solution, stir for 30min, let stand for 1 hour, centrifuge, collect The recyclable ammonia nitrogen wastewater adsorbent was obtained by precipitation, and baked at 110° C. for 4 hours to obtain 3.5 g of a solid recyclable ammonia nitrogen wastewater adsorbent powder product.

实施例2Example 2

氨氮废水吸附剂再生循环用于电路板拆解氨氮废水处理Ammonia nitrogen wastewater adsorbent regeneration cycle for circuit board dismantling ammonia nitrogen wastewater treatment

取50ml某电路板拆解厂废水于烧杯中,用稀碱调节pH9~10,加入实施例1中所制得的可循环使用的氨氮废水吸附剂1g,搅拌20min,静置20min。检测结果表明,吸附后氨氮浓度由1856mg/L降至184mg/L,氨氮去除率为90%。将沉淀污泥在110℃条件下烘3小时再生,得0.87g再生吸附剂粉,将0.87g再生吸附剂粉加入到50ml此废水,检测表明,吸附后废水氨氮浓度由1856mg/L降至423mg/L。按照再生方法再循环一次,将二次得到的再生吸附剂粉0.73g再次加入到50ml此废水,检测表明,吸附后废水氨氮浓度由1856mg/L降低至612mg/L。计算吸附剂在三次循环对氨的吸附量为100~102g/kg,因此,除了再生吸附剂粉得率逐渐减少(加入1g,再生得到0.87g,加入0.87g再生得到0.73g)外,连续再生使用后的吸附性能与初始的吸附性能很接近。Take 50ml of wastewater from a circuit board dismantling factory in a beaker, adjust the pH to 9-10 with dilute alkali, add 1g of the recyclable ammonia nitrogen wastewater adsorbent prepared in Example 1, stir for 20min, and let stand for 20min. The test results showed that the concentration of ammonia nitrogen decreased from 1856 mg/L to 184 mg/L after adsorption, and the removal rate of ammonia nitrogen was 90%. Dry the precipitated sludge at 110°C for 3 hours to regenerate to obtain 0.87g of regenerated adsorbent powder. Add 0.87g of regenerated adsorbent powder to 50ml of this wastewater. The test shows that the concentration of ammonia nitrogen in the wastewater after adsorption is reduced from 1856mg/L to 423mg /L. Recirculate once according to the regeneration method, add 0.73g of the regenerated adsorbent powder obtained twice to 50ml of this wastewater again, and the test shows that the concentration of ammonia nitrogen in the wastewater after adsorption is reduced from 1856mg/L to 612mg/L. The calculated adsorption capacity of the adsorbent to ammonia in three cycles is 100-102g/kg. Therefore, in addition to the gradual decrease in the yield of the regenerated adsorbent powder (add 1g, regenerate to obtain 0.87g, add 0.87g to regenerate to obtain 0.73g), continuous regeneration The adsorption performance after use is very close to the initial adsorption performance.

实施例3Example 3

氨氮废水吸附剂再生循环用于焦化厂氨氮废水处理Ammonia nitrogen wastewater adsorbent regeneration cycle for coking plant ammonia nitrogen wastewater treatment

取50ml某焦化厂废水于烧杯中,用稀碱调节pH9~10,加入实施例1中所制得的氨氮废水吸附剂1g,搅拌20min,静置10min。检测结果表明,吸附后氨氮浓度由1620mg/L降至236mg/L,氨氮去除率为85%。将沉淀污泥在110℃条件下烘3小时再生,得0.85g再生吸附剂,再次加入到50ml此焦化废水,检测表明,吸附后废水氨氮浓度由1620mg/L降至389mg/L。按照再生方法再循环一次,将将二次再生吸附剂0.75g再次加入到50ml此焦化废水,检测表明,吸附后废水氨氮浓度由1620mg/L降至572mg/L,计算该吸附剂三次循环对氨的吸附量为85~88g/kg,因此,除了再生吸附剂粉得率每次减少外(加入1g,再生得到0.85g,加入0.85g再生得到0.75g)外,连续再生使用后的吸附性能与初始的吸附性能很接近。Take 50ml of wastewater from a coking plant in a beaker, adjust the pH to 9-10 with dilute alkali, add 1g of the ammonia nitrogen wastewater adsorbent prepared in Example 1, stir for 20min, and let stand for 10min. The test results showed that the concentration of ammonia nitrogen decreased from 1620 mg/L to 236 mg/L after adsorption, and the removal rate of ammonia nitrogen was 85%. The precipitated sludge was regenerated by baking at 110°C for 3 hours to obtain 0.85g of regenerated adsorbent, which was added to 50ml of this coking wastewater again. The test showed that the concentration of ammonia nitrogen in the wastewater dropped from 1620mg/L to 389mg/L after adsorption. Recirculate once according to the regeneration method, and add 0.75g of the secondary regeneration adsorbent to 50ml of this coking wastewater again. The test shows that the concentration of ammonia nitrogen in the wastewater after adsorption is reduced from 1620mg/L to 572mg/L. Calculate the effect of the adsorbent on ammonia after three cycles The adsorption capacity is 85-88g/kg. Therefore, except that the yield of regenerated adsorbent powder decreases each time (add 1g, regenerate to get 0.85g, add 0.85g to regenerate to get 0.75g), the adsorption performance after continuous regeneration is similar to that of The initial adsorption performance is very close.

Claims (3)

1. a kind of preparation method for the ammonia nitrogen waste water adsorbent that can be recycled, it is characterised in that:First phosphoric acid is measured in mass ratio Salt:Silicate:Magnesium salts=20:1~20:10~100 parts, the stirring reaction that then adds water 10~30 minutes stands 0.5~2 hour, Centrifuge, the ammonia nitrogen waste water adsorbent that can be recycled;
Above-mentioned phosphate is commercially available PHOSPHORIC ACID TECH.GRADE disodium hydrogen, or dipotassium hydrogen phosphate;
Above-mentioned silicate is commercially available technical grade sodium metasilicate, or potassium silicate;
Above-mentioned magnesium salts is commercially available industrial grade magnesium chloride, or magnesium sulfate.
2. a kind of preparation method of ammonia nitrogen waste water adsorbent that can be recycled according to claim 1, it is characterised in that: The preparation method of the ammonia nitrogen waste water adsorbent that can be recycled is, first being added water in the phosphate of metering, it is mole dense to be prepared into Spend for 0.2mol/L phosphate solutions, silicate is added water the silicate solutions for being prepared into that molar concentration is 0.1mol/L, by magnesium Salt add water be prepared into molar concentration be 0.5mol/L magnesium salt solution, then by silicate solutions add phosphate solution in, so It is slowly added to magnesium salt solution while stirring afterwards, stirs 10~30 minutes, stand 0.5~2 hour, centrifuges, produce recyclable The ammonia nitrogen waste water adsorbent used.
3. a kind of application method for the ammonia nitrogen waste water adsorbent that can be recycled that claim 1 methods described is obtained, its feature It is:The ammonia nitrogen waste water adsorbent that can be recycled is added in the ammonia nitrogen waste water of pending pH9~10, be can be recycled The addition of ammonia nitrogen waste water adsorbent is the 0.5%~3% of pending ammonia nitrogen waste water quality;Stirring 10~40 minutes, stands 10~100 minutes, supernatant is removed, lower sediment thing is collected, is dried 3~5 hours at 100~120 DEG C, produces regenerative adsorption Agent powder, then adds obtained reproducing adsorbent powder in pending ammonia nitrogen waste water, quiet according to above-mentioned stirring 10~40 minutes Put 10~100 minutes, remove supernatant, collect lower sediment thing, dried 3~5 hours at 100~120 DEG C, obtain regeneration and inhale Attached dose of powder, detection calculates the absorption property that uses of circulation cyclic regeneration and initial absorption property very close to for 85~102g/kg;
The addition of above-mentioned reproducing adsorbent powder is the 0.5%~3% of pending ammonia nitrogen waste water quality;
Above-mentioned pending waste water is the industrial wastewater that ammonia nitrogen concentration is more than 500mg/L.
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