Stra?enversiegelung in Deutschland und ihre Beinflussung der Umwelt im Vergleich mit anderen OECD-L?ndern

Zusammenfassung  Die durch die Fernstra?en versiegelte Fl?che in Deutschland betr?gt 0,47% der Oberfl?che, ohne die Seitenstreifen und Gemeindestra?en. Z?hlt man diese hinzu, so erh?ht sich der Wert auf 1,3%. In den dicht besiedelten Bundesl?ndern Hessen und Nordrhein-Westfalen erh?hen sich die Werte in Hessen auf 0,59 bzw. 1,59% und in NRW auf 0,68 bzw. 1,82%. In anderen OECD-L?ndern betragen die Prozents?tze des durch Fernstra?en versiegelten Bodens zwischen 0,2 und 3,0%. Bei diesem Vergleich liegt Deutschland an 5. Stelle hinter den Benelux-L?ndern und Japan. In der Verkehrsdichte (zugelassene Kraftfahrzeuge pro Stra?enkilometer) liegt Deutschland an 3. Stelle hinter Italien und Gro?britannien. Die Bodenversiegelung durch Stra?endecken sch?digt die Umwelt durch die Einbringung verkehrsbedingter Schadstoffe und St?rung des Grundwasserspiegels, aber noch mehr durch die Zerteilung und Zerst?rung von Biotopen. Online-First: 19. Mai 2000     

基于随机森林的飞机长着陆预警方法

为降低飞机冲出跑道事故造成的人员伤亡和财产损失,以长着陆事件为研究对象,探讨1种有效的长着陆事件预警方法。提出应用随机森林模型对长着陆事件进行预警,给出模型的特征筛选、构建及评价方法,并使用实际飞行数据验证模型有效性。结果表明:基于随机森林的飞机长着陆预警模型精确率为88.41%,召回率为87.14%,模型可以有效对长着陆事件进行预警。     

Evaluation of pliers’ grip spans in the maximum gripping task and sub-maximum cutting task

A total of 25 males participated to investigate the effects of the grip spans of pliers on the total grip force, individual finger forces and muscle activities in the maximum gripping task and wire-cutting tasks. In the maximum gripping task, results showed that the 50-mm grip span had significantly higher total grip strength than the other grip spans. In the cutting task, the 50-mm grip span also showed significantly higher grip strength than the 65-mm and 80-mm grip spans, whereas the muscle activities showed a higher value at 80-mm grip span. The ratios of cutting force to maximum grip strength were also investigated. Ratios of 30.3%, 31.3% and 41.3% were obtained by grip spans of 50-mm, 65-mm, and 80-mm, respectively. Thus, the 50-mm grip span for pliers might be recommended to provide maximum exertion in gripping tasks, as well as lower maximum-cutting force ratios in the cutting tasks.     

A numerical study on the feasibility and efficiency of point smoke extraction strategies in large cross-section shield tunnel fires using CFD modeling

The strategy of smoke control is of high importance for the design process of tunnels, especially for long and large cross-section tunnels. The South Hongmei Rd. Tunnel (SHT) located in Shanghai, China, is a 3.39 km long shield TBM (tunnel boring machine) tunnel with an external diameter of 14.5 m. The point smoke extraction system was proposed initially as the main ventilation strategy during a tunnel fire. To investigate the fire characteristics in the tunnel and develop appropriate smoke control strategies, a series of numerical 3D Computation Fluid Dynamics (CFD) simulations were conducted. Three fire scenarios, namely 5 MW, 20 MW and 50 MW, were modeled to evaluate the point extraction system. The gas temperatures, the stratification of the smoke, air temperature, minimum visibility etc., during the smoke spreading of a fire were analyzed. Based on the results of the simulation, the smoke extraction strategies according to fire scale and fire location were proposed for fire extinguishing. It was found that the three-point extraction opening strategy can control the smoke better than two-point extraction opening strategy under various fire scales, especially under serious fire scenario. From the results, damper openings ranged at closer intervals were found more efficient in two-point extraction system. Besides, placing the damper openings in the longitudinal direction can improve the efficiency of smoke extraction. It also results in reduction of the quantity of prefabricated members of duct slab and the process of assembly will be simplified during the construction.     

Long‐Term Trends of Nutrients and Sediment from the Nontidal Chesapeake Watershed: An Assessment of Progress by River and Season

To assess historical loads of nitrogen (N), phosphorus (P), and suspended sediment (SS) from the nontidal Chesapeake Bay watershed (NTCBW), we analyzed decadal seasonal trends of flow‐normalized loads at the fall‐line of nine major rivers that account for >90% of NTCBW flow. Evaluations of loads by season revealed N, P, and SS load magnitudes have been highest in January‐March and lowest in July‐September, but the temporal trends have followed similar decadal‐scale patterns in all seasons, with notable exceptions. Generally, total N (TN) load has dropped since the late 1980s, but particulate nutrients and SS have risen since the mid‐1990s. The majority of these rises were from Susquehanna River and relate to diminished net trapping at the Conowingo Reservoir. Substantial rises in SS were also observed, however, in other rivers. Moreover, the summed rise in particulate P load from other rivers is of similar magnitude as from Susquehanna. Dissolved nutrient loads have dropped in the upland (Piedmont and above) rivers, but risen in two small rivers in the Coastal Plain affected by lagged groundwater input. In addition, analysis of fractional contributions revealed consistent N trends across the upland watersheds. Finally, total N:total P ratios have declined in most rivers, suggesting the potential for changes in nutrient limitation. Overall, this integrated study of historical data highlights the value of maintaining long‐term monitoring at multiple watershed locations.     

辽宁中部城市群灰霾天气的外来影响——个案分析

利用MODIS卫星资料、空气质量监测资料、地面气象资料及后向轨迹方法,分析研究了2011年10月28-29日辽宁中部城市群一次灰霾天气过程.结果表明:此次辽宁中部城市群灰霾过程主要受京津冀外来灰霾污染的影响;在高压后部弱西南气流天气形势控制下,近地面的西南气流通过辽西走廊和海上通道,将京津冀地区灰霾污染物传输至辽宁中部地区,从而造成辽宁中部城市群灰霾污染过程;MODIS卫星图和后向轨迹图显示的灰霾范围、传输路径及PM10浓度跃变点自南向北推移的时间变化也支持这一结论.虽然“联防联控”是治理区域灰霾污染的重要手段,但也要看到区域灰霾污染的跨区域影响问题.     

大跨度高支模设计施工与安全

大跨度现浇钢筋混凝土建筑物中高支模设计施工是工程质量和安全的双重保证。某跨度14 m、长90 m、高10．5 m大跨度现浇钢筋混凝土建筑物屋面由10根主梁及若干井格次梁组成。以此重载荷的厂房为例,对其满堂支撑体系进行荷载设计及验算,在满足载荷力和稳定性的前提下,设计以核心支撑环节、拱卫加固卸荷支撑环节及一般支撑环节为一体的安全支撑体系,保证工程顺利完成,积累了此类设计的施工经验。     

Effects of soil-structure interaction on fragility and seismic risk; a case study of power plant containment

Safety-related structures are designed to provide a safe environment for the occupants and equipment during and after earthquakes. This is due to the fact that any damage imposed to the systems might lead to catastrophic consequences. Seismic probabilistic risk assessment (SPRA) is a systematic approach for the quantification of the seismic risk. One of the crucial steps in this assessment is to determine the seismic capacity of the structures by fragility method. After a review of available methodologies, this article analyzes the seismic fragility for a typical power plant containment considering the effects of soil-structure interaction (SSI). The structure and underneath soil profile are analyzed as a unified model by the subtraction method. Two steps are considered for the assessment of seismic response: In the first step, a fixed-base hypothesis framework is implemented to the computational problem. The second step covers computations taking into account the SSI effects. Using the results of seismic response analysis and safety factor method, seismic fragility of the structure is computed and related fragility curves are developed. Finally, by comparing the fragility curves, the effects of SSI are quantified on the overall seismic risk.     

跨界河流污染原因分析及防治对策

分析了跨界河流污染原因,并提出根治途径。     

厚软场地上大跨径桥梁设计反应谱研究

大跨径桥梁塔高、跨径大、自振周期长,深厚、软弱场地的长周期地震动对桥体结构影响较大。我国《公路工程抗震设计规范(JT J004-89)》也只适用主跨不超过150 m的梁桥和拱桥,国内长期以来没有一个适用于大跨径桥梁的抗震设计规范或指南。本文结合大跨径桥梁工程实例,根据场地土层静、动力性能参数的原位测试和动三轴试验结果,进行厚软场地土层地震反应分析,研究厚软场地的地震动效应,讨论了不同地震动强度时厚软场地的设计反应谱特征,分析了现行规范设计反应谱应用的局限性,成果对相关工程有重要指导意义,对大跨径桥梁抗震设计规范的制定也有借鉴作用。