我国沿海地区水污染区域治理探讨

本文分析了我国当前水污染区域治理的难度，沿海地区水污染的主要问题，探讨了污染区域治理的基本原则，提出了水污染治理的重点区域和水污染区域治理的主要途径，并以浑河流域沈阳地区２０００年水污染物总量控制为例，概述总量控制方法和目标     

乌江流域梯级水库入出库河流中总汞和甲基汞的时空分布

2006年1~12月，每月采集乌江流域梯级水库入出库河流水样，用两次金汞齐-冷原子荧光光谱法和蒸馏-乙基化结合GC CVAFS法测定了水中总汞和甲基汞的浓度。结果表明：（1）入出库河流中总汞年均加权浓度分别为317和 2.34 ng/L，甲基汞为014和 0.18 ng/L。（2）不同水库入出库河流中总汞和甲基汞的时空分布特征不同，位于上游第一级的普定和洪家渡水库入库河流中总汞有明显的季节变化趋势，且显著低于出库河流；而甲基汞的季节变化在出库河流中较为明显，而且库龄大的普定、东风、乌江渡水库出库河流中甲基汞浓度显著高于入库河流。（3）相关分析发现水库入库河流中总汞、甲基汞浓度主要受悬浮颗粒物的影响，而与水量间的相关性因水库所处位置的不同而有差异，上游的普定和洪家渡水库中呈显著正相关，其它水库中呈负相关。     

环境约束下长江经济带全要素能源效率的时空分异研究——基于超效率DEA模型和ML指数法

基于超效率DEA模型和ML指数法,考察长江经济带1999~2013年全要素能源效率。实证研究结果显示:研究期内,环境约束下的长江经济带全要素能源效率年均下降2.9%,而不考虑环境因素的全要素能源效率年均下降幅度仅为0.4%,污染是导致能源效率损失的重要因素;长江经济带整体层面全要素能源效率的发展演变基本呈"双峰一谷"的"M"形分布,表现为两个"上升—下降"周期,而省际和上中下游全要素能源效率的演变特征迥异;从空间差异看,省际全要素能源效率差异远远大于上中下游差异,但近年来这种差异均有不同程度的缩小。未来长江经济带发展必须践行生态文明发展战略,保证发展的可持续性,同时加强能源、环保等领域的合作,促进长江经济带全要素能源效率发展的协同进步。     

乡镇工业电镀行业主要污染物排放量的估算方法

电镀分有氰电镀与无氰电镀两类。乡镇工业电镀行业的环境污染最主要是氰污染和铬污染。本文针对乡镇电镀行业的特点,调查了湖南省沅江市、四川省新都县、湖北省黄陂县、汉川县以及江苏省部分县市乡镇电镀厂,将收集资料及实际监测资料进行回归分析,得出乡镇电镀行业的污染物发生量大小与原材料的消耗有关,可以用多元回归方程估算乡镇电镀行业主要污染物发生量。这一估算方法简单易行,实用可靠,操作方便。     

应用指数平滑法建立城市工业三废排放量预测模型

指数平滑法是常用的一种时间序列预测方法，但用于环境预测的先例则较少。本文以南通市１９８１－１９９０年工业三废排放量时间序列为例，简要介绍了该法的原理以及平滑计算、建模、预测和精度分析的过程，并对其在环境预测中的应用效果进行了探讨，结果表明，该法与目前环境预测中常用的回归法相比，具有数据来源较易，不需要特殊分布，计算简单，精度较高等明显的优点，充分显示出该法在环境预测中应用的可行性。     

利用卫星资料估算我国西北地区直接辐射

在缺乏直接辐射、云量、日照时数等地面观测资料情况下,如何正确估算太阳直接辐射对太阳能合理开发利用有重要意义。利用NCEP/NCAR再分析资料、EOS-AURA卫星和FY-2C气象卫星反演资料,采用一个改进的宽带辐射传输模型对我国西北5个地面辐射站点2006年和2007年直射日曝辐量进行了估算。模型首先在Bird模型基础上对晴空条件下的太阳直接辐射进行了计算,然后结合FY-2C气象卫星总云量和云类反演数据,引入了一个线性方程,对实际天气状况下的直射日曝辐量进行了计算。结果表明:5个站点模拟的直射日曝辐量与实测值均存在较好一致性,评价效率系数NSE介于0.68~0.8,而对月均直射日曝辐量的模拟结果则显示模型在4-10月的估算精度要高于11-3月结果。     

Sewage sludge disintegration by high-pressure homogenization: A sludge disintegration model

High-pressure homogenization (HPH) technology was applied as a pretreatment to disintegrate sewage sludge. The effects of homogenization pressure, homogenization cycle number, and total solid content on sludge disintegration were investigated. The sludge disintegration degree (DDCOD), protein concentration, and polysaccharide concentration increased with the increase of homogenization pressure and homogenization cycle number, and decreased with the increase of sludge total solid (TS) content. The maximum DDCOD of 43.94% was achieved at 80 MPa with four homogenization cycles for a 9.58 g/L TS sludge sample. A HPH sludge disintegration model of DD_COD= kN^aP^b was established by multivariable linear regression to quantify the effects of homogenization parameters. The homogenization cycle exponent a and homogenization pressure exponent b were 0.4763 and 0.7324 respectively, showing that the effect of homogenization pressure (P) was more significant than that of homogenization cycle number (N). The value of the rate constant k decreased with the increase of sludge total solid content. The specific energy consumption increased with the increment of sludge disintegration efficiency. Lower specific energy consumption was required for higher total solid content sludge.     

Three-dimensional hydrodynamic and water quality model for TMDL development of Lake Fuxian, China

Lake Fuxian is the largest deep freshwater lake in China. Although its average water quality meets Class I of the China National Water Quality Standard (CNWQS), i.e., GB3838-2002, monitoring data indicate that the water quality approaches the Class II threshold in some areas. Thus it is urgent to reduce the watershed load through the total maximum daily load (TMDL) program. A three-dimensional hydrodynamic and water quality model was developed for Lake Fuxian, simulating flow circulation and pollutant fate and transport. The model development process consists of several steps, including grid generation, initial and boundary condition configurations, and model calibration processes. The model accurately reproduced the observed water surface elevation, spatiotemporal variations in temperature, and total nitrogen (TN), total phosphorus (TP), and chemical oxygen demand (COD) concentrations, suggesting a reasonable numerical representation of the prototype system for further TMDL analyses. The TMDL was calculated using two interpretations of the water quality standards for Class I of the CNWQS based on the maximum instantaneous surface and annual average surface water concentrations. Analysis of the first scenario indicated that the TN, TP and COD loads should be reduced by 66%, 68% and 57%, respectively. Water quality was the highest priority; however, local economic development and cost feasibility for load reduction can pose significant issues. In the second interpretation, the model results showed that, under the existing conditions, the average water quality meets the Class I standard and therefore load reduction is unnecessary. Future studies are needed to conduct risk and cost assessments for realistic decision-making.     

上海市大气总汞季节变化特征及与气象条件的关系

2008年到2010年对上海市西南部大气中总汞(TGM———Total Gaseous Mercury)的污染水平进行监测,结果表明TGM日均浓度为ND~57.23ng/m(3(7.79±3.29)ng/m)3。TGM呈现出一定的季节性变化特征,浓度最高的是秋季,然后依次是冬季、春季、夏季,平均浓度分别为(9.30±2.48)、(8.32±2.79)、(7.78±2.33)、(2.16±3.29)ng/m3。TGM浓度受东南风向影响最大,其次为西北和东北风向。在置信水平为95%的情况下,TGM浓度与日平均温度呈正相关性,而与日温差、相对湿度、日相对湿度差、风速无显著相关性。但TGM浓度分别与日均O3浓度和NO2浓度均呈显著正相关。利用HYSPLIT_4模型对TGM浓度高值与低值几天的空气气团来源轨迹进行反演,结果发现高低浓度日的气团来源略有差别,总体上看,冬季、春季和秋季受北方气团影响较大,夏季则受我国东部海域影响,具体的局部和长距离输送的贡献需要进一步研究。     

营养条件对污水中小球藻生长及产能效应的影响

以过滤的富营养化的鱼塘废水为培养液,添加外源的碳、氮、磷元素,考察污水中不同的外源无机碳浓度、总氮浓度、总磷浓度对小球藻(Chlorella vulgaris)的生长、油脂含量和烃类含量的影响。在25℃、光照强度为4 500 Lux、光暗比为12L:12D的条件下培养10 d。单因子方差分析和多重比较结果表明:(1)以Na2CO3做碳源,小球藻生物量和烃类含量在外源无机碳浓度为6 mg/L时最高,油脂含量在外源无机碳浓度为12 mg/L最高。(2)以KNO3做氮源,小球藻生物量在总氮浓度为25 mg/L时最高,油脂含量在总氮浓度为15 mg/L时最高,烃含量在总氮浓度为20 mg/L时最高。(3)以KH2PO4做磷源,小球藻生物量和烃类含量在总磷浓度为2 mg/L时最高,油脂含量在总磷浓度为1.5 mg/L时最高。