城市地理信息系统建设中的若干问题及解决思路探讨

分析了城市地理信息系统(UGIS)建设与发展中存在的标准化、信息安全、运营机制等问题,并给出了相应的解决思路;阐述了相关行业部门协作与产业化发展的方向。     

年度土地变更调查新机制之探索

介绍了武汉市土地变更调查的历史沿革情况,通过对新旧机制的对比以及分析新机制存在的问题,从而对变更调查新机制进行了探索研究。     

ArcIMS的性能优化及高可用性配置研究

基于ArcIMS可以在Web上建立稳定的、高性能的GIS服务,着重阐述了如何最大程度地利用ArcIMS的技术优势,通过Web传送地图及其数据,如何配置ArcIMS系统以减少因为故障停机的概率,以及如何调整空间数据和地图服务来提高地图服务的性能。最后进行了网络评估和多任务机制分析,为不同的应用提供了不同的解决方案。     

Impact of missing flow on active inundation areas and transformation of parafluvial wetlands in Punarbhaba–Tangon river basin of Indo-Bangladesh

Punarbhaba river of Indo-Bangladesh has experienced hydro-ecological alteration after installation of Komardanga dam in 1992 and consequently wetland and inundation areas have undergone into transformation. The present work intends to explore the impact of flow attenuation on contemporary and upcoming flood extent and flood plain wetlands. In post-dam condition, average and maximum flows are attenuated by 36 and 41%, respectively, and as a result the active flood prone area is squeezed considerably by 39.72%. Average flood water depth is also reduced by 37.87% (4.45metre) after flow modification. Due to shrinkages of flood prone areas, wetland area is also reduced from 215.70 to 90.40 km² and larger part of the present wetland area is under stress and critical state. Predicted flood prone areas in next 25 years will be 328.91 km² and consequently 65.63 km² wetland areas may further be under hydro-ecological threats. Release of ecological flow is essential to restore and preserve the wetland.     

微波兰被动遥感相关特性的数值模拟和实验对比

本文采用一层具有粗糙界面的连续随机介质模型，计算双站散射系数和后向散射系数，由互易性定理计算热发射率。数值模拟了植被在整个生长过程中后向散射和热发射的变化，以及它们的相关特征。理论结果与几种植被的主被动遥感实验数据作了比较和讨论，阐明了微波主被动遥感的一些相关的数值特征。     

获取与处理类测绘标准的重组规划探讨

获取与处理类测量规范是测绘标准体系的核心部分,然而,这些测量规范存在着内容重复、引用复杂、系统性差等缺点,因此,建议将现行的获取与处理类测量规范进行重组。通过分析,将该类测量规范规划为两部分：基础测量规范与专业测量规范,重组后的测量规范系统性强、引用简单、索引明确,对指导测绘生产具有重要意义。     

基于全基因组重测序技术的浙江近岸海域耐盐金黄色葡萄球菌(Staphylococcus aureus)耐药机制解析<

金黄色葡萄球菌(Staphylococcus aureus)是近岸海域海水中的主要病原菌,严重威胁接触者的安全。抗生素处理是治疗金黄色葡萄球菌感染的重要手段,其耐药性的发生受到了高度重视。采用全基因组重测序与KEGG富集分析结合的方法,对红霉素(erythromycin)、氯霉素(chloramphenicol)和万古霉素(vancomycin)处理后的耐盐金黄色葡萄球菌(S.aureus ZS01)和不耐盐金黄色葡萄球菌(S.aureus 502A)进行耐药机制研究。结果表明,S.aureus 502A经抗生素处理后发生突变的程度大于S.aureus ZS01,二者在经过氯霉素处理发生了更大程度的突变。红霉素、氯霉素和万古霉素处理主要影响了金黄色葡萄球菌的致病能力;红霉素和氯霉素可能通过影响金黄色葡萄球菌脂类的代谢引起其耐药性的变化。除此之外,三种抗生素处理均出现了较多TIGR01741家族蛋白和假设蛋白基因的突变,推测与菌株的耐药性和致病性相关。耐盐金黄色葡萄球菌可通过外排系统作用产生红霉素耐药性,不耐盐菌株因细胞壁成分相关基因的突变提高了对万古霉素的耐受性。研究结果可为耐盐和不耐盐金黄色葡萄球菌的耐药机制及抗生素对金黄色葡萄球菌致病性影响的研究提供基础数据。     

广州白云堡豪苑观光塔滑坡的形成与防治研究

以往常有两种误区：(1)认为单斜岩层边坡只要坡脚处岩层不被切断，就不会破坏；(2)植树绿化和排水设施的设置总是对边坡的稳定性有利的。文章通过野外调查和力学模型分析了坡脚处岩层未被切断的白云堡豪苑观光塔处单斜岩层滑坡的形成机制，认为该滑坡属于顺层边坡溃屈型的板裂破坏——溃屈破坏，分析了滑坡的稳定性及剩余滑动力。分析表明，人工开挖后边坡的防治方法和措施不当对该滑坡的产生起了非常关键性的作用，其中盲目的植树绿化和排水沟设置成了边坡不稳定的主要诱导因素。由此可见，边坡(滑坡)防治措施的选择对其稳定性具有非常重要的意义。最后，提出切中要害的滑坡防治方案。     

Longshore drift estimation using fluorescent tracers: New insights from an experiment at Comporta Beach, Portugal

A fluorescent sand-tracer experiment was performed at Comporta Beach (Portugal) with the aim of acquiring longshore sediment transport data on a reflective beach, the optimization of field and laboratory tracer procedures and the improvement of the conceptual model used to support tracer data interpretation.

The field experiment was performed on a mesotidal reflective beach face in low energetic conditions (significant wave height between 0.4 and 0.5 m). Two different colour tracers (orange and blue) were injected at low tide and sampled in the two subsequent low tides using a high resolution 3D grid extending 450 m alongshore and 30 m cross-shore. Marked sand was detected using an automatic digital image processing system developed in the scope of the present experiment.

Results for the two colour tracers show a remarkable coherence, with high recovery rates attesting data validity. Sand tracer displayed a high advection velocity, but with distinct vertical distribution patterns in the two tides: in the first tide there was a clear decrease in tracer advection velocity with depth while in the second tide, the tracer exhibited an almost uniform vertical velocity distribution. This differing behaviour suggests that, in the first tide, the tracer had not reached equilibrium within the transport system, pointing to a considerable time lag between injection and complete mixing. This issue has important implications for the interpretation of tracer data, indicating that short term tracer experiments tend to overestimate transport rates. In this work, therefore, longshore estimates were based on tracer results obtained during the second tide.

The estimated total longshore transport rate at Comporta Beach was 2 × 10^− 3 m³/s, more than four times larger than predicted using standard empirical longshore formulas. This discrepancy, which results from the unusually large active moving layer observed during the experiment, confirms the idea that most common longshore transport equations under-estimate total sediment transport in plunging/surging waves.     

深圳市景亿山庄滑坡特征及成因分析

根据现场工程地质调查和勘察,论文深入分析了景亿山庄滑坡的变形特征、性质、变形机制,并探讨了滑坡的成因。指出在具有剥蚀残丘地貌特征的场地开挖以砂岩残积物为主要组成物质的边坡时,边坡高陡是造成边坡变形破坏的主要因素。长时间的持续降雨是诱发因素。对于陡倾原生节理裂隙发育的土质和类土质边坡,滑坡周界受边坡体内原生节理裂隙控制,滑坡后缘常沿该陡倾的节理裂隙发育。在深圳等降雨量大的亚热带气候区,若坡体内没有不利于边坡稳定的各种结构面,当边坡开挖高度不超过20m,总体坡率不陡于1∶1时,边坡能够保持短期稳定。但长期稳定性受当地降雨量和降雨强度的控制,开挖后若不采取适当的加固措施,易发生滑坡等浅层病害。其病害从孕育到发生可持续长达10a之久。通过论文的研究,可供在类似地区开挖边坡、整治边坡病害借鉴。