曝气式固定化生物活性炭深度处理滤池出水的净化效能研究

水厂常规处理对富营养化水源水中氨氮、亚硝氮及微污染有机物去除效果甚微.曝气式固定化生物活性炭对滤池出水的深度净化效果显著：高锰酸盐指数去除率在37%左右,氨氮及亚硝氮平均去除率在95%以上.GC/MS结果表明总有机物由进水的24种减至出水的6种.     

复式潜流湿地净化生活污水的试验研究

研究了新型复式潜流人工湿地对生活污水的净化效果。在不同水力负荷、季节、曝气方式等条件下经过小试试验,分析了该湿地对污染物净化效果的影响。结果表明,该系统出水水质稳定,达到《城镇污水处理厂污染物排放标准》（GB18918--2002）的一级A标准。在水力负荷184mm·d。条件下COD、NH,一N去除率最大分别可达87．2％、68．9％。冬季低温条件下对各类污染物去除率仍大于20％。正交试验分析得知,最佳运行条件是气温28．6℃、水力负荷0．184m3·m-2·d-1、水力停留时间2．4d。对比试验表明,采用预曝气方式对湿地净化效果明显优于厌氧处理。     

间歇生物反应器中氮的赋存状态与转化规律研究

目前废水生物脱氮技术着重于对氨氮的去除,很难达到去除总氮的目的。为了更好的去除氨氮及总氮,实验研究了不同进水pH、溶解氧浓度、进水C／N比及不同温度条件下间歇生物反应器中氮的存在状态及其转化规律。结果表明：在生物反应器运行初期氨氮、总氮浓度均有明显的下降;进水氨氮浓度在30-70mg／L的污水,优化处理操作参数为pH值8．0±0．5,溶解氧（4．2±0．5）mg／L,温度20～26℃,C／N为6,曝气时间6h,沉淀2h,氨氮去除率可达到90％,总氮去除率接近60％。     

碳五加氢石油树脂化工废水的处理

本文介绍了应用新型曝气沉淀池-曝气生物滤池工艺处理碳五加氢石油树脂化工废水的工程实例。运行表明，通过调节水的pH值，改善铝的去除率。新型曝气沉淀池能有效地去除SS、CODCr、石油类和部分有机物，为后续好氧生物处理创造了一个良好的环境；新型挂膜方式的曝气生物滤池(BAF)工艺能稳定高效地去除SS、CODCr、硫化物、苯等，出水水质达到了国家一级排放标准.     

磁种-磁滤技术处理污染河水的试验研究

采用磁种-磁滤技术处理广州市两条河涌的污染水,考察了磁种投加量、混凝剂用量、磁场强度和磁滤速度对出水浊度的影响,并确定了最佳试验条件。结果表明,该工艺对TP、SS和浊度的去除效果较好,去除率分别为96．2％、92．4％和93．9％,对CODCr有一定的去除效果,去除率为68．2％,但对NH4^ -N的去除效果较差,去除率仅为25％。     

Fenton试剂与改性凹凸棒石联合处理微污染水中苯酚的实验研究

研究了Fenton试剂联合聚二甲基二烯丙基氯化铵（PDMDAAC）改性凹凸棒石对模拟微污染水中苯酚的去除效果。考察了pH值、反应时间、投加量、温度等因素对苯酚去除效果的影响。结果表明：先采用Fenton试剂氧化再用改性凹凸棒石吸附对微污染水中苯酚具有较好的去除效果,在pH=9、温度为25℃、改性凹凸棒石投加量为5g／L、吸附时间20min的条件下,苯酚去除率达98．2％。     

曝气沉降技术处理含油污水试验及应用

阐述曝气沉降技术及其在大庆油田采出水处理方面的应用情况。选择了3个典型采出水处理站,对曝气沉降技术涉及的曝气释放器材质,曝气位置,曝气比等参数进行应用评价分析,试验可知：应采用聚四氟乙烯曝气管,曝气管最佳位置为1／2处,曝气比最佳为1：20。在南五区来水pH值平均为10．1,聚合物含量平均为712mg／L,表面活性剂含量平均为45mg／L的试验条件下,曝气后硫化物去除率增加40％以上,黏度去除率增加20％以上。     

纳米二氧化钛光催化氧化降解苯酚废水实验

开展实验室模拟苯酚废水的二氧化钛光催化氧化实验。结果表明：在苯酚废水曝气量为0～3L/min的条件下,随着曝气量的增大,COD去除率先增大后减小;初始浓度不变,光照时间为1h的条件下, 调节pH值在3～11,苯酚废水COD去除率随着pH值的增大而减小,当pH值为11时, COD去除率又开始增 大,酸性条件比碱性条件下COD去除率高;随着二氧化钛投加量的增加,COD去除率增大,当二氧化钛投加量 为10g/L时,COD去除率反而降低,二氧化钛最佳投加量为3g/L;随着苯酚废水初始浓度由75mg/L增加至300mg/L,COD去除率由78.2％降低到58.1％;反应温度的改变对COD和TOC的去除率没有影响。     

酒精废水消化液预处理试验研究

高浓度酒精糟液经厌氧生物处理后排出的消化液COD浓度为4500—6000mg/L，SS浓度高这1500—2．600mg,／L，且由于微小沼气泡附着在厌氧污泥上，沉降性能很差，难以与消化液相分离，对后续处理十分不剁。本研兜采用预曝气．化学混凝沉淀组合工艺，对该消化液进行去除高浓度SS的顸处理试验，研究探讨了曝气时间、混凝剂种类和投加量对SS和COD去除效果的影响。试验结果表明，预曝气．化学混凝沉淀组合工艺对消化液SS的去除效果十分显著。当预曝气时间为6．0h，FeCl3投加量为100mg/L时，消化液的SS去除率75．4％，COD去除率24．3％，可为后续的好氧生物处理提供较为有利的水质和负荷条件。     

混凝沉淀-气浮-间歇曝气MBR组合工艺处理餐厨发酵沼液的研究

为解决餐厨垃圾厌氧发酵沼液处理的难题,研究采用混凝沉淀-气浮-间歇曝气MBR组合工艺对餐厨垃圾发酵沼液进行处理。结果表明,经混凝沉淀-气浮预处理,COD、TP、SS、动植物油去除效率分别达到85.3%,98.7%,99.4%和99.4%;氨氮和总氮的去除效果较差,去除率分别为49.96%和52.63%。进一步考察了间歇曝气MBR在不同C/N比下对COD、氨氮和总氮的去除效果,综合考虑工艺运行的技术经济合理性,C/N比为3为最优运行条件,COD、氨氮和TN的去除率分别为87.63%、98.40%和96.67%。经混凝沉淀-气浮-间歇曝气MBR组合工艺处理,出水水质满足《污水综合排放标准》(GB8978-1996)中的三级排放标准。     

化学沉淀法处理高浓度氨氮废水的试验研究

实验采用磷酸氨镁沉淀法（MAP法）去除垃圾渗滤液中的高浓度氨氮。通过对MgCl2＋Na2HPO4^-、MgSO4＋Na2HPO4、MgO＋Na2HPO4、MgCl2＋NaH2PO4、MgSO4＋NaH2PO4和MgO＋NaH2PO4等六种组合药剂去除氨氮效果的分析比较,得出MgCl2＋Na2HPO4对氨氮的去除效果最好。继而对该组合药剂去除氨氮的影响因素进行了优化。结果表明：pH为9．0,反应时1．3为50min,n（Mg^2＋）：n（NH4^＋）：n（PO4^3-）为1．2：1：0．9时,氨氮可由原来的2100mg／L降低到317mg／L,去除率达84．9％．     

流动注射—光度法联用测定海水中PO4-P

本法针对海水分析时严重的盐度和基体干扰,以监测的海水试样为载流,并在流动注射进样阀前流路上首次引入自制全容量阴离子交换柱,去除载流中的磷酸盐,使进入系统的载流盐度与试样一致,消除了基体干扰,并通过阴柱在线再生条件试验和工作曲线优化试验,建立了流动注射磷锑钼蓝(还原剂为抗坏血酸)光度法直接测定PO4-P浓度为Ⅰ类～Ⅳ类海水的新方法,能分辨海水类别。结果表明,在最适合条件下,该方法在PO4-P浓度5～80μg/L范围内峰高与浓度成线性关系,方法检出限为0.73μg/L,空白海水加10μg/L、30μg/L和60μg/L PO4-P标准物质连续进样,RSD分别为4.57%(n=5)、4.72%(n=4)和5.76%(n=4)。进行实际样品分析时,加标回收率为101%～102%,具有很好的准确性,与国家标准方法———磷钼蓝分光光度法比对,结果吻合,令人满意。     

Removal of selenate from water by zerovalent iron

Zerovalent iron (ZVI) has been widely used in the removal of environmental contaminants from water. In this study, ZVI was used to remove selenate [Se(VI)] at a level of 1000 microg L(-1) in the presence of varying concentrations of Cl-, SO(2-)4, NO(-)3, HCO(-)3, and PO(3-)4. Results showed that Se(VI) was rapidly removed during the corrosion of ZVI to iron oxyhydroxides (Fe(OH)). During the 16 h of the experiments, 100 and 56% of the added Se(VI) was removed in 10 mM Cl- and SO(2-)4 solutions under a closed contained system, respectively. Under an open condition, 100 and 93% of the added Se(VI) were removed in the Cl- and SO(2-)4 solutions, respectively. Analysis of Se species in ZVI-Fe(OH) revealed that selenite [Se(IV)] and nonextractable Se increased during the first 2 to 4 h of reaction, with a decrease of Se(VI) in the Cl- experiment and no detection of Se(VI) in the SO(2-)4 experiment. Two mechanisms can be attributed to the rapid removal of Se(VI) from the solutions. One is the reduction of Se(VI) to Se(IV), followed by rapid adsorption of Se(IV) to Fe(OH). The other is the adsorption of Se(VI) directly to Fe(OH), followed by its reduction to Se(IV). The results also show that there was little effect on Se(VI) removal in the presence of Cl- (5, 50, and 100 mM), NO(-)3 (1, 5, and 10 mM), SO(2-)4 (5 mM), HCO(-)3 (1 and 5 mM), or PO(3-)4 (1 mM) and only a slight effect in the presence of SO(2-)4 (50 and 100 mM), HCO(-)3 (10 mM), and PO(3-)4 (5 mM) during a 2-d experiment, whereas 10 mM PO(3-)4 significantly inhibited Se(VI) removal. This work suggests that ZVI may be an effective agent to remove Se from Se-contaminated agricultural drainage water.     

黄磷尾气中PH3液相催化净化研究

以Mn（Ⅱ）与Pd（Ⅱ）为催化剂的吸收净化溶液对黄磷尾气中的PH3进行了液相催化氧化研究。考察了混合气中02浓度、温度、入口PH3浓度、气体流量和吸收液pH变化与磷化氢净化效率曲线的关系。实验结果表明：混合气中较佳的氧含量为5％;在20℃至75℃范围内,低温对催化净化有利,较适宜的反应温度为20℃;较低的PH3入口浓度和低气速均有利于对PH3的净化;吸收液较高的pH有利于吸收液中催化剂催化效能的发挥。吸收液对PH3的净化效率可达100％,但因吸收液中的金属离子易与PH3产生的PO4^3-形成沉淀,使金属离子脱离液相催化氧化系统,吸收液失效较快。     

Nutrient attenuation by a riparian wetland during natural and artificial runoff events

Due to chronic nutrient enrichment of surface water, wetlands adjacent to land managed with fertilizer have been studied to determine their role in nutrient dynamics. We sampled golf course runoff and determined the loads of NO3- and PO4(-3) transported during storms and the attenuation of those loads when runoff passed through a riparian wetland. All sampled storm events contained NO3- (2 to 1470 g NO3-N per event) and PO4(-3) (1 to 4156 g PO4-P per event). Extensive nutrient attenuation occurred when water passed through the riparian wetland. In 11 events, NO3- and PO4(-3) attenuation averaged 80 and 74%, respectively. In subsequent experiments, we created a stream of water flowing into the wetland and amended it with NO3-, PO4(-3) and Br-, creating an artificial runoff event. The experiments were conducted using conditions similar to those of natural runoff events. We observed rapid and complete attenuation of PO4(-3) immediately after runoff water infiltrated into the wetland subsurface. No PO4(-3) was observed in discharge from the wetland. Nitrate attenuation occurred following a lag phase of several hours that was probably due to reactivation of denitrifying enzymes. Nitrate attenuation was initially less than 60% but increased to 100% in all experiments. We observed extensive dilution of runoff water in the wetland subsurface indicating mixing with pre-event ground water in the wetland. The results indicated that intermittent inputs of NO3- and PO4(-3) could be successfully attenuated in the wetland on the time scale of natural storm events.     

SBR中好氧颗粒污泥的培养

采用竖式SBR作为反应器,利用城市污水处理厂剩余污泥作为接种污泥,通过不间断运行培养出好氧颗粒污泥。实验结果表明,采用非限量曝气模式好氧颗粒污泥降解模拟污水的效果较好,其COD去除率可达98％以上。曝气量对好氧颗粒污泥的形成和稳定具有重要影响,当气速为26．5m／h时,好氧颗粒污泥的性状和处理有机废水效果最佳。同时好氧颗粒污泥对pH值的变化不明显,当pH为5—8范围内,其COD去除率都可达到85％以上。但是未经驯化的好氧颗粒污泥对对硝基苯酚和对氯苯酚两种芳香类有机物较敏感,而对硝基苯酚对其毒性更大。当对硝基苯酚和。对氯苯酚浓度为10mg／L时,其COD去除率仅为42．5％和52％。     

Microcosm wetlands for wastewater treatment with different hydraulic loading rates and macrophytes

Constructed wetlands (CW) usually require large land areas for treating wastewater. This study evaluated the feasibility of applying CW with less land requirement by operating a group of microcosm wetlands at a hydraulic retention time (HRT) of less than 4 d in southern Taiwan. An artificial wastewater, simulating municipal wastewater containing 200 mg L(-1) of chemical oxygen demand (COD), 20 mg L(-1) of NH4+-N (AN), and 20 mg L(-1) of PO4(3-)-P (OP), was the inflow source. Three emergent plants [reed, Phragmites australis (Cav.) Trin. ex Steud.; water primrose, Ludwigia octovalvis (Jacq.) P.H. Raven; and dayflower, Commelina communis L.] and two floating plants [water spinach, Ipomoea aquatica Forssk.; and water lettuce, Pistia stratiotes L.] plants were tested. The planted systems showed more nutrient removal than unplanted systems; however, the type of macrophytes in CW did not make a major difference in treatment. At the HRTs of 2 to 4 d, the planted system maintained greater than 72,80, and 46% removal for COD, AN, and OP, respectively. For AN and OP removal, the highest efficiencies occurred at the HRT of 3 d, whereas maximum removal rates for AN and OP occurred at the HRT of 2 d. Both removal rates and efficiencies were reduced drastically at the HRT of 1 d. Removals of COD, OP, and AN followed first-order reactions within the HRTs of 1 to 4 d. The efficient removals of these constituents obtained with HRT between 2 and 4 d indicated the possibility of using a CW system for wastewater treatment with less land requirement.     

Mechanisms of nutrient attenuation in a subsurface flow riparian wetland

Riparian wetlands are transition zones between terrestrial and aquatic environments that have the potential to serve as nutrient filters for surface and ground water due to their topographic location. We investigated a riparian wetland that had been receiving intermittent inputs of NO3- and PO4(3-) during storm runoff events to determine the mechanisms of nutrient attenuation in the wetland soils. Few studies have shown whether infrequent pulses of NO3- are sufficient to maintain substantial denitrifying communities. Denitrification rates were highest at the upstream side of the wetland where nutrient-rich runoff first enters the wetland (17-58 microg N2O-N kg soil(-1) h(-1)) and decreased further into the wetland. Carbon limitation for denitrification was minor in the wetland soils. Samples not amended with dextrose had 75% of the denitrification rate of samples with excess dextrose C. Phosphate sorption isotherms suggested that the wetland soils had a high capacity for P retention. The calculated soil PO4(3-) concentration that would yield an equilibrium aqueous P04(3-) concentration of 0.05 mg P L(-1) was found to be 100 times greater than the soil PO4(3-) concentration at the time of sampling. This indicated that the wetland could retain a large additional mass of PO4(3-) without increasing the dissolved P04(3-) concentrations above USEPA recommended levels for lentic waters. These results demonstrated that denitrification can be substantial in systems receiving pulsed NO3- inputs and that sorption could account for extensive PO4(3-) attenuation observed at this site.     

微生物菌剂在酿酒废水处理中的应用研究

采用厌氧－好氧工艺,结合微生物菌剂对酿酒废水进行了处理研究。进水CODCr浓度可达到8,456.3-22,442.0mg/L,BOD55,040.0-9.557.1mg/L,pH3-4,可不调pH,采用微生物菌剂接种可启动厌氧反应器,COD有机负荷最高达到10.2gCOD/Ld,COD去除率稳定在91－95％,BOD去除率90－94％,出水pH6.6-7.1,出水CODCr在2,000mg/L以下,BOD5800mg/L以下。厌氧污泥可全部颗粒化。好氧处理系统中接种微生物菌剂,曝气10－12小时,可保证出水中CODCr在230mg/L以下,甚至直接达到国家一级排放标准。微生物菌剂的应用是取得该处理效果的关键。     

Nutrient load generated by storm event runoff from a golf course watershed

Turf, including home lawns, roadsides, golf courses, parks, etc., is often the most intensively managed land use in the urban landscape. Substantial inputs of fertilizers and water to maintain turf systems have led to a perception that turf systems are a major contributor to nonpoint source water pollution. The primary objective of this study was to quantify nutrient (NO(3)-N, NH(4)-N, and PO(4)-P) transport in storm-generated surface runoff from a golf course. Storm event samples were collected for 5 yr (1 Apr. 1998-31 Mar. 2003) from the Morris Williams Municipal Golf Course in Austin, TX. Inflow and outflow samples were collected from a stream that transected the golf course. One hundred fifteen runoff-producing precipitation events were measured. Median NO(3)-N and PO(4)-P concentrations at the outflow location were significantly (p < 0.05) greater than like concentrations measured at the inflow location; however, median outflow NH(4)-N concentration was significantly less than the median inflow concentration. Storm water runoff transported 1.2 kg NO(3)-N ha(-1) yr(-1), 0.23 kg NH(4)-N ha(-1) yr(-1), and 0.51 kg PO(4)-P ha(-1) yr(-1) from the course. These amounts represent approximately 3.3% of applied N and 6.2% of applied P over the contributing area for the same period. NO(3)-N transport in storm water runoff from this course does not pose a substantial environmental risk; however, the median PO(4)-P concentration exiting the course exceeded the USEPA recommendation of 0.1 mg L(-1) for streams not discharging into lakes. The PO(4)-P load measured in this study was comparable to soluble P rates measured from agricultural lands. The findings of this study emphasize the need to balance golf course fertility management with environmental risks, especially with respect to phosphorus.