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1.
This report shows that silica sulfate is removing phosphate from wastewater very efficiently. Phosphorus removal and recovery from wastewater is a worldwide issue due to pollution of natural waters by phosphate and depletion of phosphate ores. Adsorption is a process that can remove phosphate at low concentrations. Adsorption also allows the recovery of phosphate for possible re-use. Here, we studied the adsorption of phosphate from wastewater using commercial Zr ferrite, Zr-MCM 41 and silica sulfate. We calculated equilibrium isotherms, kinetic models and thermodynamic effects under conditions similar to real wastewaters. We found that the equilibrium data for the adsorption of phosphate were best fitted to the Freundlich model. The results show that the maximum uptake of phosphate was 3.36 mg g−1 for Zr-MCM, 27.73 mg g−1 for Zr ferrite and 46.32 mg g−1 for silica sulfate. The kinetic results of the three adsorbents were satisfactorily predicted using a pseudo-second-order model. We found that silica sulfate provided excellent characteristics in terms of the maximum adsorption and rate constant for the adsorption of phosphate. The thermodynamic data showed that increasing the temperature enhanced the adsorption of phosphate onto silica sulfate. Our findings will help to define efficient methods to remove phosphate from wastewater.  相似文献   

2.
The occurrence of toxic metals in waters is a major health issue. Polluted waters can be cleaned by biosorption, which uses organisms such as algae, bacteria, fungi and plants that adsorb metals. In particular, water hyacinth—Eichhornia crassipes—is a promising biosorbent. Here we tested novel alginate-immobilised water hyacinth beads for the removal of Cu from aqueous solutions. Results show that successful service and regeneration continuous cycles were performed using a packed-bed, flow-through column of fixed internal diameter 1.2 cm, at room temperature and pH 5.1, with variation in initial metal concentration, bed depth and flow rate. The eluant used was 1 % w/v CaCl2 acidified at pH 3. A concentration factor of 12 and elution efficiency up to 98 % were observed in five service and regeneration cycles performed. The equilibrium adsorption capacity of Cu remained almost constant at about 29 mg/g. To conclude, we show for the first time that alginate-immobilised water hyacinth beads can uptake and adsorb Cu very efficiently in a continuous-flow mode, hence highlighting their great potential for removal of toxic metals from aquatic environments.  相似文献   

3.
针对我国水源地藻类污染日趋严重等问题,利用前期分离获得的溶藻菌Streptomyces sp.HJC-D1研究固定化微生物技术强化污染水源水除藻以及脱氮性能。结果表明,对照组和试验组的水体叶绿素a平均去除率分别为(71.66±5.35)%和(80.94±4.36)%,NH4+—N的平均去除率为(77.76±2.83)%和(72.36±3.18)%,而高锰酸盐指数(CODMn)平均去除率为(24.99±1.52)%和(18.74±1.38)%;不同曝气条件的影响研究发现,曝气/停曝时间比2:4、曝气量60 L.h-1工况下,系统CODMn和NH4+—N去除率均有所提高,相比对照组NO3-—N积累更为明显;水力停留时间(HRT)变化对系统NH4+—N、CODMn等的去除影响不大,但缩短HRT时叶绿素a去除率有所降低;分析反应器内填料表面微生物相发现,试验组填料表面有溶藻菌富集,推测对照组除藻主要通过填料对藻类的吸附去除,而试验组则是藻类吸附在填料表面后通过溶藻微生物实现藻类去除。  相似文献   

4.
芦苇人工湿地对农村生活污水磷素的去除及途径   总被引:9,自引:0,他引:9  
徐和胜  付融冰  褚衍洋 《生态环境》2007,16(5):1372-1375
构建了芦苇(Phragmites australis)水平潜流人工湿地处理农村生活污水中的磷素,考察了湿地除磷效果以及地上植物吸磷量。结果表明,人工湿地对磷素的去除随水力停留时间的延长而增加,停留时间大于5.3 d时,芦苇湿地除磷效率可以高于88%。湿地进水TP负荷与磷去除速率之间有较好的线性关系(R2>0.91)。湿地植物在11月份收割时,地上生物量为1.65 kg.m-2,芦苇地上部分吸收磷量为3.68 g.m-2.a-1。分析了湿地除磷途径,在试验条件下,湿地填料的吸附和沉淀等作用是水平潜流人工湿地除磷的主要途径,植物吸收仅占湿地总磷去除量的9.1%,但是湿地水生植物是人工湿地重要组成部分,可以通过影响湿地的其他条件间接影响湿地除磷效果。试验证明,人工湿地是适用于农村地区的优良的污水处理技术。  相似文献   

5.
Excessive nitrogen (N) and phosphorous (P) release into run-off waters from human activities is a major cause of eutrophication. Several techniques are available to remove N and P-containing pollutants, such as chemical precipitation, biological treatment, membrane processes, electrolytic treatment, ion-exchange and adsorption. In order to remove low concentration levels of nitrate and phosphate, adsorption is a cost-effective solution. In this review, we present a list of nanoscale adsorbents such as zero-valent metal, metal oxides/metal hydroxides, and carbon-based materials. We discuss their adsorption capacities, isotherms, kinetics and mechanisms.  相似文献   

6.
湖泊的富营养化问题日益严重,已给人类的生产、生活带来了极大的危害.而氨氮废水的大量排放,使原本恶化的湖泊水雪上加霜.为了去除富营养化湖水中氨氮,研究了硅酸钙对氨氮的吸附性能.经检测可知水样中氨氮的质量浓度为1.12 mg?L-1,实验结果表明,用粒径大小为100目的硅酸钙吸附剂处理100 mL的水样,当投加量为1.0 g,pH为8,震荡时间为60 min时吸附达到平衡,硅酸钙对富营养化湖水中氨氮的去除率达到81.67%;其吸附等温线符合Langmuir和Freundlich吸附等温式,线性相关系数分别为0.9639和0.9793,最大吸附量为6.60 mg?g-1;由此可见硅酸钙能够很好地吸附富营养化水体中的氨氮.  相似文献   

7.
通过室外及室内控制试验,研究5种常见填料作为原材料制成的仿生植物对污染水体氮素的去除性能,结果表明,仿生植物原材料的差异将直接影响其附着生物膜特性,其附着生物膜量、硝化强度、反硝化强度以及硝化细菌、反硝化细菌均表现为:软性填料﹥组合填料﹥悬浮填料﹥立体弹性填料﹥半软性填料。水深对仿生植物附着生物膜亦有不同程度的影响,其中生物膜量随水深的增加并未表现出明显的分层效应,而生物膜硝化作用强度、硝化细菌随水深的增加逐渐降低,但生物膜反硝化作用强度、反硝化细菌则随水深的增加则呈现出逐渐增加的趋势。5种不同材质的仿生植物对水体TN、NH4+-N、NO3--N具有较好的去除效果,去除率表现为:软性填料﹥组合填料﹥悬浮填料﹥立体弹性填料﹥半软性填料﹥对照系统。同时,仿生植物种植密度也影响其对水体氮素的去除效果,表现为CK〈7株·m-3〈13株·m-3〈20株·m-3,研究结果将为仿生植物的野外实际应用及我国城市重污染河道水质原位修复提供技术支持。  相似文献   

8.
Algal biofilmtechnology is a new and advanced wastewater treatment method. Experimental study on removing nitrogen and phosphorus from simulated wastewater using algal biofilm under the continuous light of 3500 Lux in the batch and continuous systems was carried out in this paper to assess the performance of algal biofilm in removing nutrients. The results showed that the effect of removing nitrogen and phosphorus by algal biofilm was remarkable in the batch system. The removal efficiencies of total phosphorus (TP), total nitrogen (TN), ammonia-nitrogen (NH3-N), and chemical oxygen demand (COD) reached 98.17%, 86.58%, 91.88%, and 97.11%, respectively. In the continuous system, hydraulic retention time (HRT) of 4 days was adopted; the effects of removing TP, TN, NH3-N, and COD by algal biofilm were very stable. During a run of 24 days, the removal efficiencies of TP, TN, NH3-N, and COD reached 95.38%, 83.93%, 82.38%, and 92.31%, respectively. This study demonstrates the feasibility of removing nitrogen and phosphorus from simulated wastewater using algal biofilm.  相似文献   

9.
We studied the removal of cadmium and copper from industrial wastewaters by a microalloyed aluminium composite. The composite was highly efficient, resulting in water concentrations of cadmium and copper below the maximal allowed concentrations for drinking water. Moreover, our results show that the removal mechanism is mainly based on reduction and coprecipitation, since Cd and Cu were removed from the wastewater in reduced forms as metals and hydroxides.Selected article from the Regional Symposium on Chemistry and Environment, Krusevac, Serbia, June 2003, organised by Dr. Branimir Jovancicevic  相似文献   

10.
The photocatalytic activity of TiO2 deposits (Degussa P25 and Millennium PC500) has been studied using sulfamethoxazole (SMX) as a model water pollutant and a UV fluorescent lamp as a light source (365 nm). Both catalysts have shown very similar properties in the photocatalytic degradation of SMX. Special attention has been given to the effect of the irradiation time, pH, and pollutant concentration. No mass-transfer limitations are observed. The degradation of SMX is accelerated at low concentration, and the photocatalytic degradation kinetics obey the Langmuir–Hinshelwood model, allowing the adsorption and apparent rate constants to be determined for both catalysts.  相似文献   

11.
Conventional biological removal of nitrogen and phosphorus is usually limited due to the lack of biodegradable carbon source, therefore, new methods are needed. In this study, a new alternative consisting of enhanced biological phosphorus removal (EBPR) followed by partial nitritationanammox (PN/A), is proposed to enhance nutrients removal from municipal wastewater. Research was carried out in a laboratory-scale system of combined two sequencing batch reactors (SBRs). In SBR1, phosphorus removal was achieved under an alternating anaerobic-aerobic condition and ammonium concentration stayed the same since nitrifiers were washed out from the reactor under short sludge retention time of 2–3 d. The remaining ammonium was further treated in SBR2 where PN/A was established by inoculation. A maximum of nitrogen removal rate of 0.12 kg N?m–3?d–1 was finally achieved. During the stable period, effluent concentrations of total phosphorus and total nitrogen were 0.25 and 10.8 mg?L–1, respectively. This study suggests EBPR-PN/A process is feasible to enhance nutrients removal from municipal wastewater of low influent carbon source.
  相似文献   

12.
有机废水制取氢气及COD的去除   总被引:1,自引:0,他引:1  
针对当前能源紧缺以及有机废水治理和回收再利用的需求,采用驯化的河底污泥发酵模拟有机废水,研究了不同有机废水制取氢气和去除有机物的效果.结果表明:在相同条件下,糖源质量浓度均为1.67 g·L-1、废水体积为300 mL、pH=5.5、θ=40℃时,糖源为葡萄糖、蔗糖和淀粉的三种有机废水总产氢气量分别是309.36 mL,318.18 mL,8.20 mL,含蔗糖的废水总产氢气量最高.含蔗糖和葡萄糖的废水COD去除率分别是78.00%和76.92%,而含淀粉的废水COD去除率仅为55%.此外,废水产氢规律与从污泥里筛选出的产氢菌生长曲线有密切的关系.厌氧发酵产氢是一个复杂的过程,它受底物种类、底物浓度、pH值和温度等因素的影响.用驯化的污泥来发酵含糖浓度较高的有机废水,不仅可以收集到大量的生物质能氢气,而且一定程度上缓解了有机废水污染环境的问题.  相似文献   

13.
A technique of soilless culture for removal of total nitrogen (TN) and total phosphorus (TP) from textile wastewater using Lolium multiflorum was conducted in this research. The TN concentration decreased from 50.72 mg/L to 24.64–27.89 mg/L and TP decreased from 6.9 mg/L to 3.7–4.1 mg/L in the experimental tank with the size of 4.7 m x 1.2 m x 0.75 m. The results suggested that L. multiflorum could absorb a large amount of N and P elements from the wastewater. This technique of soilless culture has many advantages such as simple equipment, low cost, easy operation, low energy consumption, convenient management and flexible disposition.  相似文献   

14.
Chlorpyrifos insecticide uptake by plantain from polluted water and soil   总被引:1,自引:0,他引:1  
Chlorpyrifos is a common organophosphorus insecticide used for crop protection. Chlorpyrifos use has induced heath issues and water pollution. Such issues may be solved by phytoremediation, which is the use of plants for the cleanup of pollutants. Here, we tested Plantago major L. to clean water and soils under laboratory conditions. Results show that the concentration of chlorpyrifos residues after 5 days exposure reached 36.86 μg/g in roots and 13.93 μg/g in upper plant tissues. Gas chromatography–mass spectrometry (GC–MS) analysis of chlorpyrifos metabolites suggests the formation of 3, 5, 6-trichloro-2-pyridinol (TCP) and diethyl 3,5,6-trichloropyridin-2-yl phosphate (chlorpyrifos-oxon). Chlorpyrifos-oxon was detected in the roots and the leaves after 2 h of testing. After 24 h of testing, the degradation product chlorpyrifos-oxon increased in the roots and the leaves then decreased gradually until the end of testing. TCP levels increased gradually to 192 h then decreased until the end of testing.  相似文献   

15.
采用水培法,设置4个Cr6+质量浓度(0,1,10,20mg·L-1)处理风车草(Cyperus alternifolius)和薏米(Coix aquatica Roxb),以此研究铬对生活污水中氮磷净化效果及植物体内氮磷质量分数的影响。结果表明:(1)试验期内,铬质量浓度为1mg·L-1时促进风车草和薏米对总氮的去除,铬质量浓度为20mg·L-1时则抑制;总氮去除率因处理时间不同而不同,表现在处理17d时0mg·L-1、1mg·L-1铬处理显著高于处理7d,但20mg·L-1处理则相反;除Cr20处理外,薏米对总氮的去除率显著高于风车草。(2)风车草和薏米对生活污水中总磷的去除率随铬处理时间延长而降低,表现在处理17d时10mg·L-1、20mg·L-1铬处理显著低于处理7d;在20mg·L-1铬处理下皆显著低于对照;风车草对总磷的去除率在10mg·L-1、20mg·L-1铬处理下显著高于薏米。(3)不同质量浓度Cr6+处理下风车草和薏米体内氮、磷质量分数的变化不同,其中20mg·L-1铬处理下风车草茎和薏米根、茎及叶片皆显著低于对照。  相似文献   

16.
A laboratory-scale anaerobic-anoxic-aerobic process (A2O) with a small aerobic zone and a bigger anoxic zone and biologic aerated filter (A2O-BAF) system was operated to treat low carbon-to-nitrogen ratio domestic wastewater. The A2O process was employed mainly for organic matter and phosphorus removal, and for denitrification. The BAF was only used for nitrification which coupled with a settling tank Compared with a conventional A2O process, the suspended activated sludge in this A2O-BAF process contained small quantities of nitrifier, but nitrification overwhelmingly conducted in BAF. So the system successfully avoided the contradiction in sludge retention time (SRT) between nitrifying bacteria and phosphorus accumulating organisms (PAOs). Denitrifying phosphorus accumulating organisms (DPAOs) played an important role in removing up to 91% of phosphorus along with nitrogen, which indicated that the suspended activated sludge process presented a good denitrifying phosphorus removal performance. The average removal efficiency of chemical oxygen demand (COD), total nitrogen (TN), total phosphorus (TP), and NH 4 + -N were 85.56%, 92.07%, 81.24% and 98.7% respectively. The effluent quality consistently satisfied the national first level A effluent discharge standard of China. The average sludge volume index (SVI) was 85.4 mL·g?1 additionally, the volume ratio of anaerobic, anoxic and aerobic zone in A2O process was also investigated, and the results demonstrated that the optimum value was 1:6:2.  相似文献   

17.
马宏瑞  连坤宙  马秀 《环境化学》2013,32(1):118-124
用Zr(OH)4模拟锆鞣废水中的沉淀物作为吸附剂处理低浓度铬鞣废水,考察了吸附时间、Zr(OH)4投加量、溶液pH值、盐离子(Na+、Ca2+)浓度等因素对Cr3+去除效果的影响,结果表明,在pH<4.5时,Cr3+的去除为吸附过程,当pH>4.5后,为沉淀和吸附混合过程;Cr3+在Zr(OH)4上的吸附过程可以用Freundlich模型进行模拟;Na+和Ca2+对铬的吸附有一定的抑制作用.实际锆鞣废水中的杂质成分与Cr3+产生竞争吸附,使去除率略有降低,最低去除率可达71.29%以上.  相似文献   

18.
采用盆栽实验,研究了海泡石、酸改性海泡石以及二者与磷酸盐联合使用对镉铅复合污染稻田土壤的钝化修复效果,并通过培养实验和重金属形态分析探讨了不同钝化剂处理的作用机理。结果表明:添加海泡石可以显著提高污染土壤pH值,而磷酸盐和改性海泡石则对土壤pH值无显著影响。钝化处理能显著降低土壤TCLP提取态Cd、Pb的质量分数,最大降低率分别可达23.3%和47.2%,钝化剂复配处理对土壤TCLP提取态重金属的抑制效果优于单一处理。施用海泡石和磷酸盐,通过提高土壤pH值、物理化学吸附以及生成矿物沉淀等作用,可以促进污染土壤中的Cd、Pb由活性高的交换态向活性低的残渣态转化,从而显著降低Cd、Pb的生物有效性和迁移能力。添加钝化剂可以显著提高水稻各部位的产量,稻谷和稻草的最大增产率分别为34.3%和26.6%;钝化剂复配处理对水稻的增产作用明显优于单一处理。施用钝化剂可以显著降低水稻各部位的Cd、Pb质量分数,最大可使精米的Cd、Pb质量分数分别降低35.8%和40.9%,钝化剂复配处理对水稻吸收Cd、Pb的抑制作用明显优于单一处理,海泡石和磷酸盐复配处理中精米的Cd、Pb质量分数符合国家食品卫生标准要求。综合分析不同钝化处理的增产作用、降低作物Cd、Pb吸收以及土壤Cd、Pb可迁移性的作用可知,海泡石与磷酸盐复配处理对稻田土壤Cd、Pb复合污染的钝化修复效果最佳。  相似文献   

19.
牧草轮作对奶牛场污水氮、磷的净化效果研究   总被引:1,自引:0,他引:1  
以土壤为基质,选择象草(Pennisetum purpureum)和黑麦草(Lolium perenne)两种牧草作为植被模拟人工湿地净化系统,研究牧草全年轮作在间歇流人工湿地中对奶牛场高质量浓度污水的适应性及对污水氮、磷的净化效果。结果表明:象草、黑麦草在间歇性高质量浓度污水中生长良好,可作为畜牧场高质量浓度污水修复植物进行全年轮作,并适时的收割,去除污水中的氮、磷。在不同污水质量浓度处理的牧草净化系统中,水力停留时间为8 d的条件下,铵氮的去除率为75.9%~94.9%;硝态氮的去除率为65.4%~90.9%;总氮的去除率64.2%~90.1%;总磷的去除率在90%以上;象草和黑麦草对污水中氮、磷的吸收转化在系统对氮磷净化中的贡献率平均分别为氮25.12%和20.03%、磷31.20%和20.42%;各处理氮、磷的去除效果与污水的质量浓度呈负相关。  相似文献   

20.
纤毛状生物膜脱氮除磷工艺(CNR)是一种高效的生物脱氮除磷工艺.好氧池中纤毛状生物膜填料的添加,固化了大量世代时间长的硝化菌,提高了硝化反应速度,而且成功地解决了好氧段硝化菌与聚磷菌的泥龄矛盾.通过对天津某污水处理厂进行CNR工艺中试,得出结论如下:填料比表面积大,微生物附着量高达1 350~1 500g·m~(-2);填料容易挂膜、脱膜,无堵塞现象,更不需要反冲洗,维护管理简单;填料上形成的生物膜中,微生物体系稳定,种群丰富,微生物相包括钟虫(vorticella)、轮虫(rotaria)、表壳虫(arcella)、吸管虫(tokophrya)等;采用CNR工艺对污水处理,常规项目的去除率均达到80%以上,出水水质除总氮达到一级B标准,其他均达到<城镇污水处理厂污染物排放标准>(GB 18918-2002)的一级A排放标准.  相似文献   

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