邛海主要入湖河流氮、磷入湖污染负荷特征研究

针对入湖河流小流域水文资料缺乏的情况,提出了水文比拟法和水文分割法相结合的入湖径流量与入湖污染负荷计算方法,并对邛海主要入湖河流开展总氮、总磷入湖污染负荷量及组成研究。结果表明：2019—2020年,邛海3条主要入湖河流鹅掌河、官坝河和小青河的两年平均入湖径流量分别为2.19×10⁷、5.31×10⁷、2.94×10⁶ m³/a,其中雨季(5—10月)入湖径流量占到约90%。3条河流两年共计向邛海输送总氮、总磷污染负荷量255.99 t和12 447.22 kg,其中面源污染是邛海主要入湖河流污染负荷的首要来源,总氮、总磷面源污染负荷量分别占入湖污染负荷量的74.48%～81.02%、78.78%～84.39%。降雨量、土地利用方式等是影响邛海主要入湖河流入湖径流量与入湖污染负荷的重要因素。研究结果对邛海流域湖泊富营养化治理的精准实施具有重要意义,同时也为其他水文资料缺乏地区的污染负荷估算提供了方法参考。     

不同形态铁盐的除磷效果

研究不同铁盐存在形态的铁盐类混凝剂,即三氯化铁(离子态铁)、聚合氯化铁(聚合态铁)和氢氧化铁(凝胶态铁),在混凝除磷性能方面的差异。以城市污水厂的二级出水为实验水样,进行混凝除磷性能研究。结果表明,二级出水总磷为1.74 mg/L,离子态铁投加量为40 mg/L时,对总磷的去除率为90%,混凝处理后上清液总磷可达《城镇污水处理厂污染物排放标准》(GB18918-2002)中的一级A标准,聚合态铁对总磷的去除率为62%,凝胶态氢氧化铁的总磷去除率为59%,混凝处理后上清液总磷均不能满足GB18918-2002中的一级A标准。离子态氯化铁对污水厂二级出水的除磷效果优于聚合态,即铁离子的聚合形态会影响其除磷效果。     

富磷上清液铁接触除磷工艺及影响因素

设计了一种由铁碳合金和钝态不锈钢作为电化学腐蚀两极系统的铁接触除磷反应器,首次尝试将铁接触除磷技术用于厌氧富磷上清液的处理.通过对模拟富磷上清液除磷效果的测定与分析,详细探讨了铁接触除磷工艺的影响因素,结果表明,曝气方式宜为间歇曝气,且最优曝气/停歇时间为 60 min/30 min;在进水总磷浓度为 30～50 mg/L范围内,随着磷浓度的升高,总磷去除率随之下降;而随着曝气强度、pH值的升高及水力停留时间的延长,总磷去除率随之升高;随着水温的升高,总磷去除率有波动,水温为27℃时,总磷去除率最大.将铁接触除磷工艺运用到侧流除磷方法中,最终可使出水总磷浓度达到国家<城镇污水处理厂污染物排放标准>(GB18918-2002)中的一级(A)标准.     

垂直流人工湿地系统对污水磷的净化效果

用煤灰渣人工土壤和风车草组成的垂直流人工湿地系统对化粪池出水中总磷和无机磷的去除率分别达到75％－92％和73％－92％，其处理出水中总磷和无机磷浓度大部分低于1mg/L，达到了城市污水二级生化处理的二级排放标准。垂直流煤灰渣人工湿地系统对磷的去除作用主要有：物理作用、化学吸附与沉淀作用和微生物同化作用以及植物摄取等作用，其对化粪池出水中总磷的去除率分别为22．8％、50％－65％和1％－3％。     

生活污水二级生物处理后的铁盐混凝除磷试验研究

以生活污水二级生物处理后的出水为研究对象，考察了铁盐对浓度在2－4mg/L范围内的总磷的混凝去除效果及影响因素。结果表明，铁盐除磷的最佳pH为7.5-8；铁盐投加量较低时，适当提高GT值可使总磷去除率增加15％－20％；在适当的混凝搅拌条件下，三阶铁盐和聚合硫酸铁对总磷的去除率均在70％以上，混凝后过滤可使出水中总磷降至0.5mg/L以下。     

磷钼杂多酸——孔雀绿光度法测定水中微量磷

研究在非离子表面活性聚乙烯醇存在下，磷钼杂多酸一孔雀光度法测定环境水样中的微量磷试验测量的各种条件，包括溶液的酸度，各种试剂的用量等，并与磷钼蓝光度法的测定结果进行比较，本方法在０．１ｍｇ／Ｌ浓度时的相结标准偏差小于７．６％，回收率在９２．４％～１０２．２％之间。     

永定河上游张家口地区水污染物排放负荷与贡献

运用源强系数法,估算永定河上游张家口地区不同来源水污染物的排放负荷,并评估不同污染源的贡献。结果表明:(1)永定河上游张家口地区COD排放负荷为97 533.43t/a;氨氮排放负荷为10 596.73t/a;总磷排放负荷为1 389.11t/a。(2)COD主要来自畜禽养殖业和城镇生活污水,分别占总排放负荷的53.66%和31.41%;氨氮主要来自城镇和农村生活污水,分别占总排放负荷的40.15%和27.04%;总磷主要来自畜禽养殖业和城镇生活污水,分别占总排放负荷的28.99%和26.54%。(3)从空间上看,宣化区COD、氨氮、总磷排放负荷均为最大,宣化区是永定河上游张家口地区水污染的主要贡献区。     

A2/O污水处理工艺化学强化除磷研究

北京某污水处理厂采用A^2／0生物除磷工艺,其除磷效果远没有达到我国《城镇污水处理厂污染物排放标准》（GB18918-2002）一级标准磷酸盐（P计）≤1．0mg／L的要求。通过投加混凝剂的化学沉淀法强化对磷的去除,明显提高了该工艺的除磷效果,可以使其出水总磷满足排放标准的要求,加药点位置选择在初沉池出水口。此外,曝气池中各反应单元的溶解氧基本满足设计要求,并且确定了内回流比为200％,外回流比的调控范围为40％～60％。研究表明,新型聚合铝铁对总磷的去除率远大于三氯化铁,当投药量为55mg／L时,二沉池出水总磷稳定在0．8mg／L左右。     

3种不同基质潜流湿地对磷的去除效果

基质是潜流式人工湿地污水处理系统的重要组成部分，直接影响到系统的处理效果。本文研究了由沸石、页岩陶粒和碎石3种不同基质构建的潜流式人工湿地对磷的去除效果。结果表明，在设计水力停留时间3d，连续进出水情况下，碎石单元对磷的去除效果最好，页岩陶粒单元次之，沸石单元效果最差，平均去除率分别为95％、60％和35％。在潜流式人工湿地污水处理系统运行初期观察到磷释放现象，沸石单元最为明显。进水磷浓度较低时，磷的去除率随浓度升高而升高，当正磷、总磷浓度分别升高到2．4—2．5和3．1～3．3mg／L时，正磷、总磷的去除率开始迅速下降。     

高效菌藻塘系统对农村污水中磷的强化去除效果研究

研究了高效菌藻塘系统处理太湖地区农村生活污水除磷效果及其强化措施。高效菌藻塘和水生生物塘HRT分别为8 d和4 d,进水总磷浓度为1.7～17.1 mg/L,出水总磷浓度全年平均值为3.33 mg/L,高效菌藻塘系统的除磷能力欠佳。通过降低水生生物塘内水深、采用废弃石膏作为填料构建了新型复合水生生物塘,HRT=1.6 d条件下,复合水生生物塘出水总磷可保持在1 mg/L以下,可达到GB18918-2002一级B排放标准。     

巢湖蓝藻的机械清除工艺以及藻水分离实验研究

对巢湖蓝藻进行机械清除以及藻水分离实验研究,实验采用的浮式围栏引导一机械清除．投加剥离液辅助机械清除工艺处理量大,除藻效率高,筛网过滤-浓缩-卧螺离心机脱水成藻泥的藻水分离工艺较为理想,藻泥含水率仅为89％。2011年5-10月在巢湖运用上述方法清除湖面水华蓝藻,共处理富藻水1．6万m3,得到藻泥970t,累计清除蓝藻106．7t（干重）。按照所清除蓝藻的总氮、总磷的平均含量计算,相当于从湖中移除了氮6．25t,磷2．1t。表明在富营养湖泊中水华蓝藻大量暴发时,采用上述方法除藻,对控制蓝藻水华污染,有效降低内源氮、磷等污染物负荷具有十分重要的作用。     

巢湖蓝藻的机械清除工艺以及藻水分离实验研究简

对巢湖蓝藻进行机械清除以及藻水分离实验研究,实验采用的浮式围栏引导-机械清除-投加剥离液辅助机械清除工艺处理量大,除藻效率高,筛网过滤-浓缩-卧螺离心机脱水成藻泥的藻水分离工艺较为理想,藻泥含水率仅为89%。2011年5—10月在巢湖运用上述方法清除湖面水华蓝藻,共处理富藻水1.6万m³,得到藻泥970 t,累计清除蓝藻106.7 t（干重）。按照所清除蓝藻的总氮、总磷的平均含量计算,相当于从湖中移除了氮6.25 t,磷2.1 t。表明在富营养湖泊中水华蓝藻大量暴发时,采用上述方法除藻,对控制蓝藻水华污染,有效降低内源氮、磷等污染物负荷具有十分重要的作用。     

青山水库底栖动物群落初步研究

1996年10月－1997年7月对青山水库底栖大型无脊椎动物群落进行了4次采样调查,共发现大型底栖无脊椎动物16种,其中寡毛类5种,水生昆虫7种,软件动物2种,蛭类和线虫各1种。青山水库底栖动物群落密度和生物量的水平变化为库出口＞库中心＞进口。湖区底栖动物群落占优势的各类为：刺夹长足摇蚊（Tanypus punctipennis）、花翅前突摇蚊（Procladius choreus)和霍甫水丝蚓（Limnodrilus hoffmeisteri)。调查结果表明,目前青山水库底栖动物群落的种类组成指示该水体已属富营养型,但从生物量上分析,目前青山水库应属中营养。     

Carbon source/sink function of a subtropical, eutrophic lake determined from an overall mass balance and a gas exchange and carbon burial balance

Although studies on carbon burial in lake sediments have shown that lakes are disproportionately important carbon sinks, many studies on gaseous carbon exchange across the water-air interface have demonstrated that lakes are supersaturated with CO(2) and CH(4) causing a net release of CO(2) and CH(4) to the atmosphere. In order to more accurately estimate the net carbon source/sink function of lake ecosystems, a more comprehensive carbon budget is needed, especially for gaseous carbon exchange across the water-air interface. Using two methods, overall mass balance and gas exchange and carbon burial balance, we assessed the carbon source/sink function of Lake Donghu, a subtropical, eutrophic lake, from April 2003 to March 2004. With the overall mass balance calculations, total carbon input was 14 905 t, total carbon output was 4950 t, and net carbon budget was +9955 t, suggesting that Lake Donghu was a great carbon sink. For the gas exchange and carbon burial balance, gaseous carbon (CO(2) and CH(4)) emission across the water-air interface totaled 752 t while carbon burial in the lake sediment was 9477 t. The ratio of carbon emission into the atmosphere to carbon burial into the sediment was only 0.08. This low ratio indicates that Lake Donghu is a great carbon sink. Results showed good agreement between the two methods with both showing Lake Donghu to be a great carbon sink. This results from the high primary production of Lake Donghu, substantive allochthonous carbon inputs and intensive anthropogenic activity. Gaseous carbon emission accounted for about 15% of the total carbon output, indicating that the total output would be underestimated without including gaseous carbon exchange.     

长江下游湖泊中可溶性有机碳的时空分布

2001年7月至2003年1月对长江下游的太湖、巢湖和龙感湖水体中可溶性有机碳(DOC)的时空分布进行了研究。结果显示．太湖水体中DOC的平均浓度最高．巢湖次之,龙感湖最低;秋季水体中的DOC浓度较冬季高;藻型湖泊水体中DOC浓度较草型湖泊高;下午水体中DOC的浓度较上午高。水体中DOC浓度的垂直分布无明显的规律性。从周年来看．DOC的浓度随温度的升高而升高。     

Factors diminishing the effectiveness of phosphorus loading from municipal effluent: critical information for TMDL analyses

Factors that diminish the effectiveness of phosphorus inputs from a municipal wastewater treatment facility (Metro) in contributing to phosphorus levels and its availability to support algae growth in a culturally eutrophic urban lake (Onondaga Lake, NY) were characterized and quantified. These factors included the bioavailability and settling characteristics of particulate phosphorus from this effluent, the dominant form (70%) of phosphorus in this input, and the plunging of the discharge to stratified layers in the lake. Supporting studies included: (1) chemical and morphometric characterization of the phosphorus-enriched particles of this effluent, compared to particle populations of the tributaries and lake, with an individual particle analysis technique; (2) conduct of algal bioavailability assays of the particulate phosphorus of the effluent; (3) conduct of multiple size class settling velocity measurements on effluent particles; and (4) determinations of the propensity of the discharge to plunge, and documentation of plunging through three-dimensional monitoring of a tracer adjoining the outfall. All of these diminishing effects were found to be operative for the Metro effluent in Onondaga Lake and will be integrated into a forthcoming phosphorus "total maximum daily load" analysis for the lake, through appropriate representation in a supporting mechanistic water quality model. The particulate phosphorus in the effluent was associated entirely with Fe-rich particles formed in the phosphorus treatment process. These particles did not contribute to concentrations in pelagic portions of the lake, due to local deposition associated with their large size. Moreover, this particulate phosphorus was found to be nearly entirely unavailable to support algae growth. While substantial differences are to be expected for various inputs, the effective loading concept and the approaches adopted here to assess the diminishing factors are broadly applicable.     

巢湖湖岸砂石的磷吸附特性研究

以巢湖湖岸上富含铁、铝、锰等元素的砂石为实验材料,研究其对水体中磷的吸附效果。实验表明:在砂石对磷的吸附过程中,同时存在着物理吸附和化学吸附,且以化学吸附作用为主,符合准二级动力学模型;砂石对磷的作用与溶液初始磷浓度有关,磷释放与吸附的临界浓度点约为0.04 mg/L;砂石对磷的吸附符合Langmuir等温吸附方程,最大吸附量约为1 428.57 mg/kg,对磷的吸附效果比普通沙石要好,且经济易得。     

Determination of atmospheric nitrogen input to Lake Greenwood,South Carolina--I. PM measurements

The Reedy River branch of Lake Greenwood, SC, has repeatedly experienced summertime algal blooms, upsetting the natural system. This lake's shallow depth makes It susceptible to atmospheric influence. A series of experiments were carried out in order to investigate the effect of atmospheric nitrogen deposition into the lake. Nitrogen was examined because of the insignificant phosphorus dry atmospheric flux and the unique nutrient demands of the dominant algae (Pithophora oedogonia) contributing to the blooms. In this paper, results are presented, of the experimental measurement of coarse and fine atmospheric concentrations of atmospheric particulate nitrogen adjacent to and in the watershed of the Reedy River (downtown Greenville) and Lake Greenwood. Experiments were carried out during four 24-hr periods in January 2001 and again during four 24-hr periods in March 2001. Results are presented here for atmospheric particulate nitrogen as well as other constituents of the airborne aerosol. Mass concentrations of PM2.5 averaged 14.0 and 21 microg/m3 for Lake Greenwood and downtown Greenville, respectively. Mass concentrations of total suspended particulates (TSP) averaged 22.6 and 38.5 microg/m3 for Lake Greenwood and downtown Greenville, respectively. This ambient aerosol concentration was apportioned to its chemical constituents, and the greatest contributors to PM2.5 mass were organics (45 and 42% for downtown Greenville and the lake, respectively) and sulfate (14.1 and 19.7% for downtown Greenville and the lake, respectively). The information gathered here, despite its episodic nature, is important not only in determining atmospheric nitrogen but also in documenting the composition of aerosol in South Carolina, which so far has not been studied. In a companion paper, results for gaseous pollutants as well as thermodynamic modeling of the aerosol and nitrogen flux determinations are presented.     

小型锅炉烟气喷雾分离法脱硫的试验研究

以4t燃煤锅炉为对象，重点研究了喷雾分离法脱硫技术的工艺流程和主要设备，并给出了相应的试验结果。结果表明以清水为吸收剂，液气比≤0．1L／m^3，脱硫效率达到了60％—70％。本装置具有工艺简单、占地省、投资少、运行费用低的优点，特别适合用于中小型锅炉的改造。     

Halogenated organic contaminants (HOCs) in sediment from a highly eutrophicated lake, China: Occurrence, distribution and mass inventories

Halogenated organic contaminants (HOCs) including 16 polybrominated diphenyl ethers (PBDEs) and 37 polychlorinated biphenyls (PCBs) were determined in 49 surfacial sediments from Chaohu Lake, a highly eutrophicated lake, China. PBDEs were detected in almost samples with the range of the total concentration (defined as Σ₁₆PBDEs) from 0.84 to 86.6 ng g⁻¹. Compared with the occurrence of PBDEs in Pearl River Delta and Yangtze River Delta in China, lower percentage of BDE-209 over the concentration of Σ₁₆PBDEs was inferred by the high-volume application of penta-BDE mixture product for local domestic furniture purpose. The total concentration of 37 PCBs (Σ₃₇PCBs) ranged from 0.05 to 3.36 ng g⁻¹ with the most detection of PCB-1, -4, -52 and -71. Both the concentrations of Σ₁₆PBDE and Σ₃₇PCB poorly correlated with total organic carbon (TOC), suggesting the significant contribution of phytoplankton organic carbons to sediment TOC. The contamination by PBDEs and PCBs in western region of the lake was significantly more serious than in eastern lake. Our findings about the higher residues of PBDEs and PCBs in sediments at the estuary of Nanfei River compared to the other estuaries also supported the conclusion that urban area (Hefei city) was the main source of PBDEs and PCBs. The comparison with the concentration of HOC in the present study with those in other lacustrine sediments around the world suggested the contamination by PBDEs in Chaohu Lake is at middle of the global concentration range, whereas PCBs is at low end of the global range which could be elucidated by local economic development and historical usage of PBDEs and PCBs. The mass inventories of HOCs in the lake were estimated at 561 and 38 kg, which corresponds to only 0.000006% and 0.0001% of these global historical produce volumes, respectively.