乌江干流中上游水电梯级开发水温累积效应

以乌江流域洪家渡库尾至乌江渡坝下的水电工程干扰典型段为研究区域，利用建坝前后的水温实测资料，采用建坝前天然水温和建坝后下泄水温比较法，对乌江干流梯级水库水温时空分布特征进行分析。研究结果表明：对天然水温改变最大的电站为洪家渡和乌江渡，前者是受水库水温结构自身影响，后者是梯级联合运行的结果；梯级联合运行使库区水温分层有所减弱，随着时间的推移或上游梯级电站的建成，电站下泄水温年变化过程趋于均化，与天然水温的延迟也越加明显；不同的水库水温结构对水温累积效应的影响也各不相同，稳定分层型水库对水温累积具有正效应，混合型水库具有负效应，过渡型水库处于两者之间，体现了梯级电站的水温累积影响，为研究减缓下泄低温水的对策措施提供依据和参考。     

湿地环境累积效应研究进展

环境累积效应是当一项活动与过去、现在以及可合理预见的未来的活动结合在一起时,对环境所产生的增加影响,各种活动的单独影响不大,但综合起来的影响却很大。人类的开发活动是产生湿地环境累积影响的主要根源,湿地环境累积效应的研究内容主要包括生物富集效应、土壤累积效应、水质效应等。由于研究的尺度的不同以及研究内容的差异,累积效应的研究还没有一个被广为接受的方法,目前大部分学者主要采用交互矩阵法、网络法、专家判断法、系统流图法、情景分析法、地理信息系统、模糊系统分析方法、环境数学模型等方法进行分析。最后,总结湿地累积效应研究的方向为:在方法上,运用多种方法相结合是未来研究累积效应的主要手段;在内容上,生物富集、富营养化及土壤的累积效应将是今后研究的重点方向。     

Development of a New Approach to Cumulative Effects Assessment: A Northern River Ecosystem Example

If sustainable development of Canadian waters is to be achieved, a realistic and manageable framework is required for assessing cumulative effects. The objective of this paper is to describe an approach for aquatic cumulative effects assessment that was developed under the Northern Rivers Ecosystem Initiative. The approach is based on a review of existing monitoring practices in Canada and the presence of existing thresholds for aquatic ecosystem health assessments. It suggests that a sustainable framework is possible for cumulative effects assessment of Canadian waters that would result in integration of national indicators of aquatic health, integration of national initiatives (e.g., water quality index, environmental effects monitoring), and provide an avenue where long-term monitoring programs could be integrated with baseline and follow-up monitoring conducted under the environmental assessment process.     

Concentrations,Cumulative Exposure and Critical Levels of Ozone in Ireland

Concentrations of tropospheric ozone(O₃) and exceedance of critical levels to vegetationhave been investigated and mapped for Ireland. Hourlyozone concentration data (1995–1997) at 7 sevenmonitoring stations and the CORINE landcover database,supported by a Geographical Information System, wereused. AOT40 (Accumulated exposure Over a Threshold of 40ppb) was calculated for daylight hours for each station,and mapped using surface interpolation. Average O₃concentrations vary from year to year, and were estimatedto be 28 ppb, 26 ppb and 24 ppb for 1995, 1996 and 1997respectively. Ozone concentrations show a large diurnalvariation, with a maximum in the afternoon and a minimumat night-time. The critical level for crops and (semi-)natural vegetation was exceeded in all years examined.The highest exceedance occurred in 1995, where thecritical level was exceeded for almost 35% of the mappedarea. Approximately 15% and 1% of the mapped area wasexposed to exceedance levels during 1996 and 1997respectively. The maximum cumulative exposures (AOT40)were approximately 5000, 3890 and 3230 ppbh in 1995, 1996and 1997 respectively. The critical level for forests wasnot exceeded during the period of investigation.     

Effects of bulking agent addition on odorous compounds emissions during composting of OFMSW

The effects of rice straw addition level on odorous compounds emissions in a pilot-scale organic fraction of municipal solid waste (OFMSW) composting plant were investigated. The cumulative odorous compounds emissions occurred in a descending order of 40.22, 28.71 and 27.83 mg/dry kg of OFMSW for piles with rice straw addition level at ratio of 1:10, 2:10 and 3:10 (mixing ratio of rice straw to OFMSW on a wet basis), respectively. The mixing ratio of rice straw to OFMSW had a statistically significant effect on the reduction of malodorous sulfur compounds emissions, which had no statistically significant effect on the reduction of VFAs, alcohols, aldehydes, ketones, aromatics and ammonia emissions during composting, respectively. The cumulative emissions of malodorous sulfur compounds from piles with the increasing rice straw addition level were 1.17, 1.08 and 0.88 mg/dry kg of OFMSW, respectively. The optimal mixing ratio of rice straw to OFMSW was 1:5. Using this addition level, the cumulative malodorous sulfur compounds emissions based on the organic matter degradation were the lowest during composting of OFMSW.     

城市土地生态适宜性分区划分研究

在新型城镇化与生态文明建设背景下,城市发展迫切需要合理布局以实现城市土地的节约集约利用,降低城市化过程中因建设用地肆意蔓延所导致的土地资源浪费与生态环境破坏影响。以常州市武进区为例,采用地形地貌、生态环境、交通设施、建设密度4类因子建立景观过程阻力赋值体系,结合GIS空间分析技术,以垂直生态过程的多因素多因子综合判别得到的生态保护用地扩张和城镇用地扩张阻力基面为基础,再以描述水平生态过程的最小累积阻力模型计算两种扩张过程的最小累积阻力值,并依据二者的最小累积阻力差值表面,从空间上将武进区划分为4个等级的城市土地生态适宜性分区,分别为优先建设区118.39 km²、适宜建设区233.60 km²、生态缓冲区777.91 km²、生态控制区115.90 km²,明确指出了各分区的空间布局,提出了相应的发展建议,以期为武进区未来城市发展提供科学合理的空间布局参考。同时考虑了垂直生态过程和水平生态过程,一定程度上弥补了传统方法只从景观单元垂直过程研究的不足之处,为生态适宜性分区划分的方法研究提供了有益的尝试和补充。     

辽宁省近50年降水量的突变特征及变化趋势分析

首先采用Pettitt方法对辽宁省21个气象站1958年一2008年51年的降水量序列进行突变分析,结果显示54476和54486两测站的年降水量序列分别在1996年和1998年存在显著的突变且通过了显著性水平检验,其它测站的降水量序列均未检测出显著的突变年份。根据累积距平曲线分析辽宁省51年的年均降水量在时间尺度上大致分为三个阶段：1958年一1975年为降水量增加阶段,1975年一1996年为降水量稳定阶段,1996年一2008为降水量减少阶段。最后应用Morlet小波分析对辽宁省年均降水量进行周期分析,结果表明降水在大尺度时间上存在约24年的周期震荡,在小尺度时间上存在约9年的周期震荡。     

基于Newmark模型的地震诱发滑坡易发性分析方法的研究

以芦山地震诱发滑坡数据为研究对象,开展Newmark模型在区域性地震诱发滑坡空间易发性分析中的应用研究。首先采用网格形式进行数据处理,完成地形坡度、地震参数等数据的统一化,重点利用地层岩性数据对Newmark模型内参数开展区域定量化赋值,在此基础上根据Newmark模型及地震参数相关公式分别计算了安全系数、临界加速度和累积位移,并利用累积位移分析了该地区的地震滑坡易发性大小,在此基础上完成地震滑坡易发性分区。最后,通过已识别滑坡对分析结果进行验证,结果表明,累积位移与实际滑坡有较好的相关性。     

聚乙烯残膜破碎过程对土壤水分入渗的影响

为探究残膜-微塑料破碎过程对土壤水分入渗能力的影响,通过室内土柱试验,设置5组残膜-微塑料比例（100%~0,75%~25%,50%~50%,25%~75%,0~100%）来模拟不同的残膜破碎程度,研究了残膜-微塑料破碎对湿润锋运移和累积入渗量的影响,并评价了主要入渗模型在不同破碎程度土壤中的适用性.结果表明,湿润锋运移速率和累积入渗量随着残膜-微塑料破碎程度的增大而增大,当入渗时间为300min时,残膜完全破碎组（T4）较未破碎组（CK）的湿润锋运移距离增大48.72%（P<0.05）,累积入渗量增大46.77%.随着残膜破碎程度的增大,各模型拟合效率呈现上升的趋势.湿润锋推进模型的参数B随着残膜破碎程度的增大呈现增大的趋势.Kostiakov模型的参数a,Philip模型中的参数S和C随残膜破碎程度增大而增大.总体上,Kostiakov模型对土壤累计入渗量的模拟效果优于Philip模型.本研究可为残膜污染土壤的水分入渗规律和模拟研究提供参考.     

金属结构环境累积损伤研究进展

针对金属结构在腐蚀环境、力学载荷等因素耦合作用下的损伤问题,简要介绍了金属结构环境损伤的主要影响因素,对当前国内外金属结构累积损伤理论与模型进行了系统梳理,重点探讨了金属结构环境累积损伤研究未来发展方向。通过多层级"积木式"研究建立环境(腐蚀)损伤参量-力学性能退化关联模型,是解决金属结构环境-载荷耦合作用下损伤演变规律与机理、剩余强度/寿命评价与预测等关键问题的有效路径。