微型钢桩在基础托换中的应用

介绍广州二沙岛消防站基础托换的方案选择,在地下室内克服地下水承压性进行托换的施工工艺,堵水防潮的处理方法。     

融安县金柑大小年结果的气候成因与对策

通过找出金柑结果大小年变异的年份, 分析两种类型年份间的气象条件, 得出金柑第一次开花花芽分化阶段出现长期低温天气和开花、果实膨大时期遇高温、干旱天气是造成融安县金柑小年结果的气候原因, 并提出相应的生产对策     

平顶山市环境污染与防治对策

通过对平顶山市环境污染现状和原因分析,探讨了环境污染防治与可持续发展的关系,指出了平顶山市环境污染的防治对策。     

滇东北山区坡耕地土壤侵蚀的水土保持措施因子

通过对滇东北山区坡耕地５种主要水土保持措施———等高带状耕作、地埂、生物防冲带－绿肥、生物防冲带－苹果、水平梯地（梯田）对土壤流失量的控制作用建立试验小区并进行连续３年实测,得到各种水土保持措施的Ｐ值,为建立坡耕地水土流失方程、进行土壤侵蚀预测预报、制定坡耕地水土保持措施奠定了可靠的基础。     

防治海洋工程建设项目对海洋环境的污染损害法律问题研究

近年来海洋工程建设项目随着海洋经济的繁荣日益增多,在带动海洋经济发展的同时也增加了危害海洋环境的可能性,过度的海洋开发活动加重了对海洋环境的污染及生态系统的破坏程度。我国虽在立法上制定了一系列法规政策、专门条例为海洋工程污染防治保驾护航,但是目前海洋工程污染防治并未引起法学界的过多关注和深入研究。在我国海洋工程污染防治中仍然存在如下问题亟待解决：海洋工程环境影响评价制度的程序及责任设定问题、海洋工程听证制度公众参与度不足、海洋工程环境高风险领域责任保险制度不够完善、监管力度不足、公民对海洋工程污染防治知情权的缺失等。通过对以上问题进行法律分析及原因分析,对相关条例、法律及政策进行总结评析,提出解决对策。通过完善环境影响评价制度,健全听证制度相关规定,加强环境污染责任保险制度建设,提升对海洋工程污染防治的监管力度,明确公民知情权等方式来解决所提出的问题,为海洋工程污染防治提供更多的法律助推力量。     

水库泥沙与防治

水库的修建及伴随而来的泥沙淤积与环境问题是当今世界上水资源开发利用中最关心的问题。本文根据国内外有关水库泥沙问题的文献资料,概述了国内外水库建设的发展情况,指出了水库泥沙淤积的严重性及其对水利工程和周围环境的影响,并介绍了各种类型水库的防淤、减淤及泥沙处理的方法和经验,可作为研究水库泥沙问题以及防治对策的参考。     

江苏省灌河流域污染特征及污染控制对策

基于2008年江苏省沿海地区灌河流域各城市污染源统计及调查数据,分析灌河流域主要污染物来源构成和污染特征,对污染物入河量进行计算及修正.结果表明:灌河的CODMn入河总量为36944.2 t/a,氨氮入河总量为4366.5 t/a,总氮和总磷入河总量分别为6507.4 t/a、444.6 t/a,各污染源均主要来源于农业污染.同时,针对灌河流域的污染特征,明确各类污染源的治理重点,提出了污染控制对策,为有效保护灌河水环境质量,支撑灌河口和灌河沿线的开发提供依据.     

Rocking amplification and strong‐motion duration

This paper characterizes the ability of natural ground motions to induce rocking demands on rigid structures. In particular, focusing on rocking blocks of different size and slenderness subjected to a large number of historic earthquake records, the study unveils the predominant importance of the strong‐motion duration to rocking amplification (ie, peak rocking response without overturning). It proposes original dimensionless intensity measures (IMs), which capture the total duration (or total impulse accordingly) of the time intervals during which the ground motion is capable of triggering rocking motion. The results show that the proposed duration‐based IMs outperform all other examined (intensity, frequency, duration, and/or energy‐based) scalar IMs in terms of both “efficiency” and “sufficiency.” Further, the pertinent probabilistic seismic demand models offer a prediction of the peak rocking demand, which is adequately “universal” and of satisfactory accuracy. Lastly, the analysis shows that an IM that “efficiently” captures rocking amplification is not necessarily an “efficient” IM for predicting rocking overturning, which is dominated by the velocity characteristics (eg, peak velocity) of the ground motion.     

Effectiveness of landscape‐based green infrastructure for stormwater management in suburban catchments

Land cover changes associated with urbanization have negative effects on downstream ecosystems. Contemporary urban development attempts to mitigate these effects by designing stormwater infrastructure to mimic predevelopment hydrology, but their performance is highly variable. This study used in situ monitoring of recently built neighbourhoods to evaluate the catchment‐scale effectiveness of landscape decentralized stormwater control measures (SCMs) in the form of street connected vegetated swales for reducing runoff volumes and flow rates relative to curb‐and‐gutter infrastructure. Effectiveness of the SCMs was quantified by monitoring runoff for 8 months at the outlets of 4 suburban catchments (0.76–5.25 ha) in Maryland, USA. Three “grey” catchments installed curb‐and‐gutter stormwater conveyances, whereas the fourth “green” catchment built parcel‐level vegetated swales. The catchment with decentralized SCMs reduced runoff, runoff ratio, and peak runoff compared with the grey infrastructure catchments. In addition, the green catchment delayed runoff, resulting in longer precipitation–runoff lag times. Runoff ratios across the monitoring period were 0.13 at the green catchment and 0.37, 0.35, and 0.18 at the 3 grey catchments. Runoff only commenced after 6 mm of precipitation at the decentralized SCM catchment, whereas runoff occurred even during the smallest events at the grey catchments. However, as precipitation magnitudes reached 20 mm, the green catchment runoff characteristics were similar to those at the grey catchments, which made up 37% of the total precipitation in only 10 of 72 events. Therefore, volume‐based reduction goals for stormwater using decentralized SCMs such as vegetated swales require additional redundant SCMs in a treatment train as source control and/or end‐of‐pipe detention to capture a larger fraction of runoff and more effectively mimic predevelopment hydrology for the relatively rare but larger precipitation events.     

湖库温跃层溶解氧最小值的形成原因、衍生的生态风险及控制研究进展

溶解氧（DO）对湖库的生物地球化学循环、生态系统结构和功能起着至关重要的作用,也是评价水生态系统的敏感性指标.DO浓度的降低对水生态有着重要影响.结果显示,多数湖库在夏秋季热分层期间,由于温跃层较高的密度梯度、藻类衰亡和有机质的降解以及微生物的呼吸作用会消耗大量的DO,从而形成温跃层溶解氧最小值（MOM）,甚至在该区域诱发厌氧状态.MOM可驱动浮游动物日夜垂向迁移,影响无脊椎动物和鱼类分布迁移模式及种群结构,破坏水体生态分布,致使生物非正常死亡,危害水体生态安全;此外,MOM也可诱发温跃层温室气体（CH₄和CO₂）大量形成,影响水源地水质,成为湖库生态安全隐患.目前对MOM所导致的生态风险和水质问题以及最终的控制方法已有较多研究成果,但缺乏综述性的研究.本文从MOM研究历史、研究方法、形成原因、生态风险及控制方法等方面进行论述,并展望今后研究热点,旨在推进MOM的相关研究进展,保障湖库生态平衡和供水水质安全.