太湖地区“禁磷”措施的效果及在富营养化控制中的作用

通过太湖地区采取“禁磷”措施前后城市生活污水、主要入湖河水和湖体水域中磷浓度与富营养化指数变化的分析,证实“禁磷”措施对降低居民生活污水中磷浓度的作用较为明显,降幅为24％左右,但对入湖河道和湖体水域中磷浓度与水体富营养化的影响则不明显。表明太湖富营养化的改善,除了实施“禁磷”措施外,尚需结合域内其它污染治理措施,进行综合治理,才能取得较好的效果。     

太湖地区“禁磷”措施的效果及在富营养化控制中的作用

通过太湖地区采取“禁磷”措施前后城市生活污水、主要入湖河水和湖体水域中磷浓度与富营养化指数变化的分析 ,证实“禁磷”措施对降低居民生活污水中磷浓度的作用较为明显 ,降幅为 2 4 %左右 ,但对入湖河道和湖体水域中磷浓度与水体富营养化的影响则不明显。表明太湖富营养化的改善 ,除了实施“禁磷”措施外 ,尚需结合流域内其它污染治理措施 ,进行综合治理 ,才能取得较好的效果。     

污水土地处理磷污染物迁移转化模拟讨论分析

根据磷在土壤中的迁移转化机理，进行了以土柱试验为基础的“污水土地处理条件下磷的迁移转化模拟试验”，总结了污水中的磷在土壤中迁移转化的规律，提出了定量模拟这一规律的迁移转化联合模型。联合模型为研究磷在土壤中的运动提供了定量化依据，避免了已有研究中将迁移和转化割裂研究造成的误差，丰富并完善了不同形态磷的迁移转化模型。     

水环境中滥用药物的环境学研究进展

滥用药物是一类非医用并被法律明令禁止使用的药物,近年来在世界各地的不同水环境中,包括污水、地表水、地下水甚至饮用水中均有检出,被视为一类新型污染物,逐渐成为环境领域的研究热点之一.本文在总结了国内外滥用药物相关环境学研究进展的基础上,对水环境中滥用药物的生态毒性、污染来源和途径、不同水体中的污染现状、环境行为及风险评估等进行了综述,总结了当前水环境中滥用药物分析检测方法和污水流行病学研究进展,并进一步分析了我国目前在滥用药物研究方面的现状,提出了该领域今后的研究方向和重点.     

实时控制技术在污水生物处理中的研究进展

针对目前污水处理厂采用固定时间控制策略所暴露出的问题，从污水生物处理反应机理上分析了溶解氮（DO），氧化还原电位（ORP）和pH值作为污水生物处理实时控制参数的可行性，得出污水处理过程中反应器内DO，ORP和pH的变化可以间接反应有机物降解和脱氮除磷过程，因此，在理论上可以应用DO，ORP和pH作为实时控制参数控制污水处理过程，综述了当前国内外应用DO，ORP和pH作为实时控制参数控制污水处理过程的研究进展，并分析了目前我国在此研究方向存在的问题，指出进一步加强对污水处理实时控制技术应用基础研究的必要性和紧迫性，并使其与智能控制技术相结合，最终实现污水处理自动化，参27     

天然及处理黏粒红土对水体磷的吸附性能比较

通过模拟实验方法,比较了8种天然黏粒红土和焙烧、天然矿物复配等处理的黏粒红土对磷污染水体的吸附净化能力,通过等温吸附探讨了黏粒红土的磷吸附机制。结果发现,8种供试天然黏粒红土对水体磷均具有一定的吸附净化能力,但对不同程度磷污染水体净化能力存在差异;针对Ⅴ类水和劣Ⅴ类水,均以江西黏粒红土表现出最高的磷吸附净化能力;天然黏粒红土的磷吸附等温曲线与Freundlich方程拟合显著,说明黏粒红土对磷的吸附属于不均匀介质的多分子层吸附;在磷初始浓度为200 mg·L-1时,天然黏粒红土对磷的吸附容量最高可达2.38 mg·g-1。此外,焙烧能显著增强黏粒红土对磷污染水体的吸附能力,黏粒红土可以作为磷污染水体的潜在吸附材料,针对实际水体可选用不同处理方法来提高其对污水磷的吸附净化效率。     

零价铁原位控制底泥磷释放及联合磁性分离除磷技术

水体富营养化是常见的世界性水体生态系统障碍问题之一,给人类生产、生活造成了广泛而严重的影响,同时也是造成世界各地结构性缺水的重要原因之一。底泥磷释放是水体富营养化的重要原因,但目前常用的控磷技术往往成本较高,内源磷再释放风险仍然较大。该研究按铁-泥质量比1.00%、3.33%、5.00%、10.00%,分别向富磷底泥投加的铁粉来模拟零价铁控磷过程,通过分析3、7、14、21、28、35d内底泥磷形态的变化趋势,研究零价铁控磷过程及磁性分离除磷技术的应用前景。结果表明:底泥中水溶性磷、弱结合态磷是水体磷元素的主要来源,零价铁对底泥中高生物活性的弱吸附态磷(NH4Cl-P)去除率最高可达75%,对水溶性磷的去除率可达90%以上,向富磷底泥投加零价铁能够原位富集、降低内源磷生物有效性,阻断底泥向水体释磷的过程;零价铁原位控制底泥磷释放主要依赖于零价铁氧化形成的铁离子和铁氧化物与磷酸根的沉淀和共沉淀过程,加入零价铁后水溶性磷和弱结合态磷主要向铁结合态(Fe-P)转化,联合外加磁场后大部分可随铁粉拔出,最终达到安全高效地去除水体和底泥表层中高生物有效性磷的目的。该方法可以有效解决挖掘清淤、疏浚等控磷方法高成本、易反复的问题,为高效原位治理水体富营养化,保障湖泊、水库生态环境安全提供有价值的技术方法。     

纳米颗粒与生物来源有机磷在水环境中的行为研究

随着纳米技术产业的快速发展,各种纳米颗粒(NPs)大规模生产,这不可避免地增加了NPs释放到环境、暴露于生态系统的可能性.有机磷是废水中磷的主要形式之一,是生物有效磷池和水体富营养化的重要组成部分.本文综述了近几年来NPs与生物来源有机磷在水环境中的反应机制、微观结构等方面的研究进展.文中按NPs的分类分别总结了NPs对常见的生物来源有机磷的吸附-解吸,溶解-沉淀等反应特性和微观机制.在水环境中,NPs因其物化特性受水化学条件(pH、天然有机质、温度)等影响,进而影响与有机磷的反应,从而表现出相应不同的环境效应.本文也对此方面的研究进行了讨论和总结.最后分析了目前纳米颗粒与有机磷在水环境研究中的瓶颈问题,并展望了未来需要开展的研究.     

绿潮藻类暴发对天鹅湖水体和沉积物磷含量的影响

在荣成天鹅湖藻类暴发区域采集新鲜沉积物和丝状硬毛藻（Chaetomorpha spp.）,进行室内模拟试验,监测了生长过程中硬毛藻的生物量、磷富集量以及不同处理水体总磷（TP）和可溶性磷（SRP）质量浓度的变化,并分析了藻类生长对沉积物中各形态磷含量的影响。结果表明,当水体磷含量较高时,硬毛藻生长较快,相对生长速率高达14.88%,之后随着水体磷浓度的下降,生长速率逐渐减小。不同处理间硬毛藻的生物量相差很大,高磷含量处理显著高于低磷处理,最大差值可达26.50 g。随着藻类的生长,水体TP和SRP含量明显降低,其中高磷含量处理的TP质量浓度由0.93 mg·L-1降至0.01 mg·L-1,低磷含量处理水体SRP质量浓度均降至0.006 mg·L-1以下。当水体磷含量降至一定水平,沉积物中磷可向水体释放,其中可还原态磷和铁铝结合态磷的降幅分别为23.98%和12.61%。在高磷含量处理组,藻体中磷的富集量显著升高,且当水体磷含量相同的条件下,有沉积物处理的富集量显著高于无沉积物处理。相关分析表明,藻体生物量与水体TP和SRP的相关性较好,其中高磷含量处理组生物量与水体TP、SRP呈高度负相关,而相对生长速率与之呈显著正相关。结果说明,水体及沉积物中磷均可作为硬毛藻生长的营养来源;另一方面,藻类生长可明显降低水体磷含量,并促进沉积物中磷的释放。     

磷胁迫对高原湿地浮水植物大藻根系分泌物的影响

目前湿地水体富营养化越来越严重,其自净能力逐渐下降.通过研究湿地典型浮水植物大薸根系分泌物在磷胁迫下的适应机制,以期为高原湿地污染修复的根际调控措施提供科学依据.实验采用营养液水培方式,研究不同磷浓度胁迫对大薸根系分泌物的影响.结果表明,大薸根系分泌物主要有烷烃、酯、醇、胺、苯和酸类化合物,无磷处理分泌物中烷烃类、酸类和胺类的相对含量较大,分别占总检出面积的41.02%、24.74%和12.11%,其中三类化合物中分泌量最多的物质分别为环戊硅氧烷8.47%,邻苯二甲酸20%,萘胺6.39%;在磷胁迫下,大薸根系分泌物的种类和对应的相对含量差异较大且分泌物的种类逐渐减少,其中邻苯二甲酸的含量在每一种胁迫条件下相对含量均较高;磷胁迫下的大薸根系分泌物有机酸总的相对含量均高于无磷胁迫状态,且随着磷浓度的增加,有机酸的种类和相对含量减少;邻苯二甲酸、苯二羧酸和环己硅氧烷在6种磷胁迫下的根系分泌物中相对含量显著差异且随着磷浓度的增加均出现先增加后减少的变化趋势;磷胁迫浓度与邻苯二甲酸间有极显著的负相关关系,与苯二羧酸存在显著的负相关关系,其中邻苯二甲酸与苯二羧酸间存在极显著的正相关关系.本研究表明磷胁迫下大薸根系增加邻苯二甲酸的分泌是响应环境胁迫的一种重要机制.     

固定化细胞处理难降解有机废水

本文首先对琼脂、明胶、海藻酸钙、聚乙烯酰和丙烯醇铵5种固定化细胞载体的性能进行了比较,然后用固定化细胞分别对含难降解有机成份的洗衣粉废水和四环素废水进行了处理试验.结果表明,聚乙烯醇凝胶是其中较为合适的固定化细胞载体;洗衣粉废水中的LAS浓度为40mg/L～70mg/L时,3h内LAS可降解90%以上;在固定化细胞作为产甲烷相的二相厌氧工艺中,产酸相和产甲烷相停留时间分别为3h和24h时,四环素废水的COD去除率可达73%左右.     

铝矿赤泥强化聚合氯化铝混凝除磷试验研究

对聚合氯化铝(PAC)投加赤泥前后的除磷效果及絮体进行了研究.结果表明,赤泥对PO3-4有吸附作用;投加一定量赤泥,提高了实验室模拟废水和实际污水中磷的去除率;与单用PAC相比,赤泥的加入增强了絮体的持磷性,增加了絮体的密实度,缩小了底泥的体积,强化了PAC的除磷性能.     

复合磷酸盐水氟吸附特性及其影响因素

采用静态吸附法研究了不同比例钙铝、铁铝、锰铝的磷酸盐共沉物的除氟性能,比较发现,铝与铁的磷酸盐共沉物除氟效果最好,锰离子对磷酸铝的除氟效果则有明显的抑制作用。以吸附性能较好的1∶100铁铝比例的磷酸盐共沉物为吸附剂,研究了接触时间、pH值、吸附剂量等对其除氟效果的影响,结果表明,在25℃、氟离子初始质量浓度为10 mg.L-1、pH值为6~8、振荡时间为90 m in、投加量为2.5 g.L-1条件下,1∶100铁铝比例的磷酸盐共沉物对氟的吸附量可达2.7 mg.g-1。     

Highly efficient and selective removal of phosphate from wastewater of sea cucumber aquaculture for microalgae culture using a new adsorption-membrane separation-coordinated strategy

● A new adsorption-membrane separation strategy is used for phosphate removal. ● PVC/Zr-BT shows a selective adsorption ability to low-concentration phosphate. ● Low concentration of P below 0.05 mg/L was achieved in actual wastewater treatment. ● Algal biomass production served as a demonstration of phosphorus recycling. Enhanced phosphorus treatment and recovery has been continuously pursued due to the stringent wastewater discharge regulations and a phosphate supply shortage. Here, a new adsorption-membrane separation strategy was developed for rational reutilization of phosphate from sea cucumber aquaculture wastewater using a Zr-modified-bentonite filled polyvinyl chloride membrane. The as-obtained polyvinyl chloride/Zr-modified-bentonite membrane was highly permeability (940 L/(m²·h)), 1–2 times higher than those reported in other studies, and its adsorption capacity was high (20.6 mg/g) when the phosphate concentration in water was low (5 mg/L). It remained stable under various conditions, such as different pH, initial phosphate concentrations, and the presence of different ions after 24 h of adsorption in a cross-flow filtration system. The total phosphorus and phosphate removal rate reached 91.5% and 95.9%, respectively, after the membrane was used to treat sea cucumber aquaculture wastewater for 24 h and no other water quality parameters had been changed. After the purification process, the utilization of the membrane as a new source of phosphorus in the phosphorus-free f/2 medium experiments indicated the high cultivability of economic microalgae Phaeodactylum tricornutum FACHB-863 and 1.2 times more chlorophyll a was present than in f/2 medium. The biomass and lipid content of the microalgae in the two different media were similar. The innovative polyvinyl chloride/Zr-modified-bentonite membrane used for phosphorus removal and recovery is an important instrument to establish the groundwork for both the treatment of low concentration phosphate from wastewater as well as the reuse of enriched phosphorus in required fields.     

不同生存环境和磷酸盐对4株溶磷菌溶磷能力的影响

利用液体培养法研究了不同NaCl浓度、碳源、氮源、溶解氧及磷酸盐对分离自小麦(Triticum aestivum)、苜蓿(Medicago sativa)根际的4株优良溶磷细菌(Lx81、Jm92、Dm84、Lx191)溶磷能力的影响.结果表明:(1)4株溶磷菌均为高耐盐菌株,其中Jm92和Din84维持较高溶磷量的NaCl浓度最高阈值分别为4%和8%,Lx81、Lx191在NaCl浓度超过5%时溶磷活性受到抑制.(2)Lx81的最佳碳源是葡萄糖,其次为蔗糖;另外3株菌在葡萄糖和蔗糖为碳源时,均有较高的溶磷能力;4株菌都几乎不能利用淀粉.(3)Lx81和Jm92在以(NH_4)_2SO_4和NH_4 NO_3为氮源时溶磷活性均较高,(NH_4)_2SO_4 是Lx191的最佳氮源,而NH~+-N存在会导致Dm84溶磷活性降低.(4)供试4株菌均不是专性厌氧菌,但不同菌株对氧的需求量不同.(5)4株溶磷菌对Ca_3-P和Ca_8-P有较大的溶解效率,但它们几乎都不能溶解Ca_(10)-P.图3表4参14     

杭锦2~#土复合吸附剂对磷的吸附动力学

通过静态试验考察杭锦2#土/聚合硫酸铝复合吸附剂对生活污水中磷酸根的吸附特性,研究吸附过程的动力学模型,并从动力学角度探讨其吸附机理。结果表明,在杭锦2#土/聚合硫酸铝复合吸附剂用量5 g.L-1、吸附时间60 min、废水pH值6.0、温度25℃、磷初始质量浓度小于16.72 mg.L-1条件下,磷酸根的去除率在96%以上;复合吸附剂对磷酸根的吸附动力学特征符合假二级方程,吸附速率在前10 min为内扩散控制,后期由膜扩散和内扩散共同控制,且膜扩散占主导地位;磷酸根的初始浓度越高,吸附质粒子的表观内扩散系数和表观传质系数越小;使用不同再生次数的再生吸附剂（添加量为5 g.L-1）处理16.72 mg.L-1含磷生活污水,随着再生次数的增加,吸附能力有所下降,但磷酸根的去除率均大于89%。     

不同磷肥对棕壤吸附铜的影响

采用等温平衡法研究3种性质不同的磷肥（磷酸二铵,钙镁磷肥和磷矿粉）对棕壤铜吸附量的影响,并应用Freundlich方程Cs=KfCen分析土壤铜的吸附特征。结果表明,与不施磷肥处理（对照）相比,当n（磷）：n（铜）=1：1时,钙镁磷肥和磷矿粉增加棕壤对铜的吸附量,分别增加107%和158%;不同用量的磷酸二铵均会降低棕壤对铜的吸附能力;增加非水溶性磷肥（钙镁磷肥和磷矿粉）的施用量,能增加棕壤对铜的吸附量,提高棕壤的吸附能力;高量磷矿粉的作用效果最为明显。由此可知,为降低农产品质量安全风险,铜污染棕壤上不宜施用磷酸二铵,但可选用磷矿粉作为肥源。     

Changing nutrient levels in Lake Maurepas following human population shifts in response to Hurricane Katrina

Following Hurricane Katrina in August 2005, as many as 57% of residents in some parishes in the Lower Lake Pontchartrain Basin were displaced from their homes. Concurrently, the population in the Upper Lake Pontchartrain Basin, which drains into Lake Maurepas, increased by 62,000 residents, leading to increased residential and urban land use. These changes led to significant increases in phosphate and silicate concentrations in Lake Maurepas that are likely caused by non-point source pollution through erosion from new construction sites, fertilisation of new lawns and stress to existing wastewater treatment facilities. Average phosphate concentrations at three sites in Lake Maurepas increased by 76–205% and silicate levels increased by 60–83% compared with data collected in 2003 prior to the hurricane. Discharge-weighted averages increased even more dramatically, with phosphate and silicate concentrations increasing up to 161 and 394%, respectively. Discharge-weighted silicate and phosphate concentrations were 2.5 and 3.4 times greater than in 2003, respectively. Discharge-weighted silicate levels were 3.9 times greater than similar measurements from 1963. These large increases in nutrient and discharge-weighted nutrient concentrations are indicative of increased human population in the Upper Lake Pontchartrain Basin following Hurricane Katrina.     

Evaluation of the performance of rural wastewater treatment plants using chemical measurements in combination with statistical techniques: a case study

The performance of a wastewater treatment plant was assessed statistically using multivariate cluster and principle component analysis. This was after measuring some physico-chemical properties in the influent, effluent, downstream, and upstream waters over a 4-month period. The cluster analysis grouped the sampling sites into three clusters: relatively non-polluted (upstream), medium polluted (downstream), and polluted (influent and effluent). The polluted water was further subdivided into very highly (influent) and highly (effluent) polluted. The grouping of influent and effluent into one cluster was due to some water quality parameters such as amount of copper, lead, and phosphates that are not efficiently removed by the plant. Using principal component analysis, samples from the same site taken over a period of 4 months were scattered, indicating inconsistencies in the performance of the plant. This was more pronounced during the rainy season, suggesting that increased water volumes from open sewers make the already poorly performing plant worse. The major loading factors found by principle component analysis were phosphate, lead, iron, zinc, copper, pH, and conductivity. Generally, the wastewater treatment system was found to be efficient in removing heavy metals and these were found in the sludge, but not anions. The mean percentage metal removal could be arranged in the following decreasing order: iron (85%)?>?zinc (57%)?>?copper (40%) and lead (38%) following the concentrations (mg?kg^?1) found in the sludge: iron (11,300)?>?zinc (820)?>?copper (180)?>?lead (20)?>?cadmium (3). Phosphate and iron concentrations in the effluent were found to be above the South African Bureau of Standards (SABS) recommendations. The major cause of poor performance is the high volume of the wastewater, exceeding the capacity of the plant 10 times.     

Enhanced adsorption of phosphate by loading nanosized ferric oxyhydroxide on anion resin

Ferric oxyhydroxide loaded anion exchanger （FOAE） hybrid adsorbent was prepared by loading nanosized ferric oxyhydroxide （FO） on anion exchanger resin for the removal of phosphate from wastewater. TEM and XRD analysis confirmed the existence of FO on FOAE. After FO loading, the adsorption capacity of the hybrid adsorbent increased from 38.70 to 51.52mg.g-1. Adsorption processes for both FOAE and anion resin were better fit to the pseudo first order model. Batch adsorption experiments revealed that higher temperature （313K）, higher initial phosphate concentration （50 mg.L-1） and lower solution pH （pH value of 2） would be more propitious to phosphate adsorption. Competition effect of coexisting anions on phosphate removal can be concluded as sulfate 〉 nitrate 〉 chloride. Freundlich isotherm model can describe the adsorption of phosphate on FOAE more accurately, which indicated the heterogeneous adsorption occurred on the inner-surface of FOAE.