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ALEXANDROS A. KARAMANLIDIS PANAYIOTIS DENDRINOS ELENI TOUNTA SPYROS KOTOMATAS 《Coastal management》2013,41(3):293-306
Mediterranean monk seal populations have declined dramatically and survive in subpopulations scattered throughout their original distribution. The National Marine Park of Alonnisos, Northern Sporades is the first marine protected Area dedicated to the protection of the species in the Mediterranean. A Monitoring and Awareness Project has been carried out in the area from 1993 to 2000, the results of which have produced a detailed profile of the human usage pattern of the Park and indicated a significant reduction of illegal activities in the area. The pattern of human usage has enabled the monitoring team to adjust their efforts in the Park over time and provided essential baseline data for future management. The combined monitoring and awareness efforts have contributed significantly to the conservation of the Mediterranean monk seal by successfully protecting pupping sites and reducing human-induced mortality of the species in the area. 相似文献
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以日本阪神高速公路养护作业控制区的实际布置为例,与我国JTG H30-2015《公路养护安全作业规程》中的相关规定进行了详细对比分析,从而得出中日两国之间在高速公路养护作业控制区布置方面的差异,对指导我国高速公路养护作业控制区划分及其相关研究有一定的参考价值。 相似文献
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利用Visual-modflow三维可视化渗流软件建模分析了邻近水库裂隙密集带地层,隧道开挖至注浆前后全过程地下水渗流场分布规律。结合隧址区水库、裂隙密集带等水力联系的影响,研究了隧道施工未扰动下渗流场演变过程。结果表明,毛洞开挖后裂隙水垂直补给隧道,影响范围很大,水库方向的反向补给或贯通排泄并不明显;隧道初期支护有利于保持地下水流场稳定,由于密集裂隙带的存在,横断面渗流变化与毛洞状态初期较为接近;随着注浆加固止水效果的提升,地下水向隧道内汇集的趋势减弱且范围减小,当围岩渗透系数折减到90%时,与初始渗流场较为接近,表明良好的防水体系对维持地下水渗流场稳定发挥了较好的作用;密集裂隙带的存在仅对局部渗流场有影响,对隧道和水库之间的水力联系并无显著影响。 相似文献
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为了提高汽车被动安全性能,参考国标GB—11552中相关头部碰撞的标准,详细论述了利用UG软件的二次开发功能,确定仪表板水平线、头部碰撞区域及碰撞区内凸出物的方法。在此基础上开发出了快速确定仪表板碰撞区及碰撞区内凸出物的模块,通过简单仪表板模型测试,结果与实际情况基本一致,缩短了整车开发周期并降低了开发成本。 相似文献
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T.J. Andersen L.C. Lund-Hansen M. Pejrup K.T. Jensen K.N. Mouritsen 《Journal of Marine Systems》2005,55(3-4):123-138
This study was carried out to describe the difference in erodibility and aggregation in a tidal basin including both subtidal and intertidal study sites and to use these results to explain the shifting erosion/deposition cycles at the sites. Erosion thresholds, erosion rates and settling velocities of the eroded material were measured at a mudflat transect and at sediment cores taken from a nearby tidal channel during surveys made in May 2000 and March 2002. Surface samples were analysed for grain-size, chl. a content, faecal pellet content, dry bulk density and organic content. Additionally, surface samples were taken at eight occasions in the period January 2002 to May 2003 from shallow tidal channels in the area. These samples were analysed for mud content and showed that major shifts in sediment distribution occurred in the period. The erodibility of the mudflat was generally high due to pelletization by the mudsnail Hydrobia ulvae but close to the salt marsh much lower erodibility was found, probably due to stabilisation by microphytobenthos. In contrast, the erodibility of the channel bed seemed to be very little influenced by biological activity and the relatively low erodibility found here was caused by physical characteristics of the sediment. The sediment eroded from the mudflat was generally strongly pelletized and showed high settling velocities whereas less aggregation and lower settling velocities were found for the channel bed sediments. Temporal variations of the mudflat stability and hydrodynamics resulted in temporal variations of deposition and erosion and the changing stability at the mudflat is likely to be one of the main reasons for a general transport of fine-grained sediment from the mudflat to the channel in the cold seasons and vice versa during the rest of the year. 相似文献
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大瑞铁路老红坡隧道穿越可溶岩与非可溶岩接触带施工单侧发生涌泥大变形地质灾害。通过分析变形开裂及地质成因,正洞内采用迂回导坑方案探明涌泥体范围,采用洞内扩挖工作洞室,在隧道单侧轮廓外施作超前水平注浆+高压水平旋喷桩加固及超前水平长大管棚的方案进行处理,并对该段支护及衬砌结构调整加强。依据现场工况,采用三台阶法分部、分段拆换作业,在钢架拱脚增设临时仰拱或临时横撑控制收敛变形,及时施作格栅钢架模筑衬砌,变形稳定后再施作永久二次衬砌。该技术在大瑞铁路老红坡隧道单侧突泥涌水地质灾害处治施工实践中得到了成功应用,取得了良好效果。 相似文献
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通过对高原冻土区隧道特殊的工程、水文地质及环境条件分析认为,隧道施工对温度场、应力场和地下水流场产生较大的影响。在此基础上,提出采用超前地质预报、连通试验等技术,并结合昆仑山隧道、风火山隧道、达坂山隧道等工程实践,对高原冻土区隧道施工地下水防治措施进行了有益的探讨。 相似文献