泥石流汇流槽可靠度分析

汇流槽是泥石流治理工程中常用的工程措施之一。文章基于汇流槽的倾倒破坏、滑移破坏及地基破坏模式，通过对汇流槽设计影响强烈的岩土参数、几何特征、荷载因素等敏感因子的求解方法及分布特征分析，从汇流槽的抗倾稳定、抗滑稳定和基底应力要求三方面建立极限状态方程。对于每个极限状态方程，在泰勒级数对非线性极限状态方程线性化后，运用一次二阶矩的理论，先假定失效点P^＊，求解出相应的均值和方差。然后根据可靠的定义，得到相应的可靠度指标，通过迭代法求解真正失效点的可靠度指标βi。最后根据3个状态方程相互独立的假定，得出整个结构的可靠度指标β。该方法在平川泥石流防治工程中得到了成功的运用。这对于可靠度设计方法在泥石流防治工程中的运用进行了有益的探讨。     

地震次生毒气泄漏与扩散的数值模拟与动态仿真

文章对破坏性地震中可能发生的次生毒气泄漏与扩散灾害进行了数值模拟与动态仿真研究，设定了几种有实际意义的数值分析模型，分别进行了结构地震破坏，有毒有害气体泄漏，在一定泄漏和气象条件下的向周围空间扩散的动态仿真研究，给出了典型毒气扩散过程中可致人员死亡，严重危险和有感区域的范围的动态变化结果，作者认为地震次生毒气泄漏与扩散研究对大地震应急、城市和大型企业防灾都有重要的意义和广阔的应用前景。     

Ontogenic variation and effect of collection procedure on leaf biomechanical properties of Mediterranean seagrass Posidonia oceanica (L.) Delile

Leaf mechanical traits are important to understand how aquatic plants fracture and deform when subjected to abiotic (currents or waves) or biotic (herbivory attack) mechanical forces. The likely occurrence of variation during leaf ontogeny in these traits may thus have implications for hydrodynamic performance and vulnerability to herbivory damage, and may be associated with changes in morphologic and chemical traits. Seagrasses, marine flowering plants, consist of shoot bundles holding several leaves with different developmental stages, in which outer older leaves protect inner younger leaves. In this study we examined the long‐lived seagrass Posidonia oceanica to determine ontogenic variation in mechanical traits across leaf position within a shoot, representing different developmental stages. Moreover, we investigated whether or not the collection procedure (classical uprooted shoot versus non‐destructive shoot method: cutting the shoot without a portion of rhizome) and time span after collection influence mechanical measurements. Neither collection procedure nor time elapsed within 48 h of collection affected measurements of leaf biomechanical traits when seagrass shoots were kept moist in dark cool conditions. Ontogenic variation in mechanical traits in P. oceanica leaves over intermediate and adult developmental stages was observed: leaves weakened and lost stiffness with aging, while mid‐aged leaves (the longest and thickest ones) were able to withstand higher breaking forces. In addition, younger leaves had higher nitrogen content and lower fiber content than older leaves. The observed patterns may explain fine‐scale within‐shoot ecological processes of leaves at different developmental stages, such as leaf shedding and herbivory consumption in P. oceanica.     

高陡岩石边坡软体护坡技术设计及施工实践

为了消除济南市燕翅山北侧采矿遗留的高陡岩石边坡的地质灾害隐患,恢复自然植被,通过施工砼基座、施工砼格构梁、砌筑软体生态袋和挂网喷播等多种技术方法进行了综合治理,消除了滑坡和崩塌等地质灾害隐患,整个坡面植被覆盖率超过99%,消除了视觉污染,恢复了当地生态环境,该工程成功的设计及施工实践对类似高陡岩石边坡有很好的指导和借鉴作用。     

BSZ-2型数字钟的检修方法

BSZ-2型数字钟目前仍应用于模拟地震观测中。本文介绍了该钟的工作原理，并对检修过程中常见问题进行了分析总结。     

水环境污染的修复技术

由于人口增加 ,经济建设发展 ,人民生活水平提高 ,需水量也日益增长。中国水资源紧缺 ,而水污染又加重了水资源危机。水资源及水污染的修复技术的探讨有利于改善人类的生存环境。文中叙述了中国水资源紧缺、地下水超采引起的环境地质灾害 ,提倡节约用水 ,降低万元产值耗水量 ,提高单位水资源的投入产出率 ,开发节水型农业体系。建议以流域为单位 ,实行统一管理调配 ,利用地下水开采所腾出库容 ,拦蓄洪水及将处理后的污水回灌地下 ,以减少灾害 ,增加水资源量。文中还综述了地面水污染、水质富营养化、海水古咸水入侵 ,酸雨影响地下水水质及垃圾堆放场下淋滤液对地下水的污染 ;探讨了用絮凝沉淀、好氧厌氧生物处理工艺、脱氮除磷工艺、膜分离技术及高浓度有机有毒废水等在水污染治理方面的修复技术 ;探讨了对地下水中病原微生物、重金属离子、溶解有机物、硬度、三氮的截、坝、投、抽、排等的修重技术。     

地下水在引发边坡病害中的作用

人们普遍认为由于地下水的浸泡降低滑带土的抗剪强度值是导致边坡失稳的内部机制。文章以云南元磨公路边坡为实例，对其进行了探究，发现病害边坡主要滑带土的天然含水量与其剪切试验所得的内聚力和内摩擦角之间并没有明显的线性关系。于是，文章采用极限平衡方程从理论上论述了地下水在边坡失稳过程中的力学作用，并对比边坡开挖前后入渗系数值的变化幅度，揭示出工程活动与降雨共同对边坡破坏的作用机制。     

Classification of Complex Reservoirs in Superimposed Basins of Western China

<正>Many of the sedimentary basins in western China were formed through the superposition and compounding of at least two previously developed sedimentary basins and in general they can be termed as complex superimposed basins.The distinct differences between these basins and monotype basins are their discontinuous stratigraphic sedimentation,stratigraphic structure and stratigraphic stress-strain action over geological history.Based on the correlation of chronological age on structural sections,superimposed basins can be divided into five types in this study:(1) continuous sedimentation type superimposed basins,(2) middle and late stratigraphic superimposed basins,(3) early and late stratigraphic superimposed basins,(4) early and middle stratigraphic superimposed basins,and(5) long-term exposed superimposed basins.Multiple source-reservoir-caprock assemblages have developed in such basins.In addition,multi-stage hydrocarbon generation and expulsion,multiple sources,polycyclic hydrocarbon accumulation and multiple-type hydrocarbon reservoirs adjustment,reformation and destruction have occurred in these basins.The complex reservoirs that have been discovered widely in the superimposed basins to date have remarkably different geologic features from primary reservoirs,and the root causes of this are folding,denudation and the fracture effect caused by multiphase tectonic events in the superimposed basins as well as associated seepage,diffusion,spilling,oxidation,degradation and cracking.Based on their genesis characteristics,complex reservoirs are divided into five categories:(1) primary reservoirs,(2) trap adjustment type reservoirs,(3) component variant reservoirs,(4) phase conversion type reservoirs and (5) scale-reformed reservoirs.     

浅析修缮工程的造价控制

修缮工程的造价控制相对于新建工程有其自身特点,需要从工程设计和招标阶段开始就制定严谨的造价控制计划,并在其后的工程管理中逐步实现。本文论述了修缮工程造价控制的难点和特点,并提出了解决建议。     

输电线路抢修塔拉线基础的优化设计

通过分析以往地锚结构设计方法的不足,研究输电线路抢修塔拉线基础的优化设计方法。运用现行杆塔基础设计理论建立数学优化模型,应用MATLAB优化工具箱,编制地锚结构优化程序,设计出输电线路抢修塔最安全,经济,合理的基础型式。此优化方法可以在目前输电线路拉线基础中推广使用,并发挥其显著的经济效应和社会效益。