地质灾害危险性评价指标规范化方法研究

阐述了评价指标规范化处理在地质灾害危险性评价中的重要作用;针对传统线性规范化处理方法在实际应用中存在的不足,对评价指标危险等级的取值论域进行处理;基于模糊数学理论,提出直线型和曲线型2种规范化处理方法,使地质灾害危险性评价指标规范化处理更合理、更符合实际情况。实例应用结果表明,该规范化处理方法能较真实地反映地质灾害危险性等级。     

应变电测技术在产品设计中的应用

简要介绍了应变电测技术的优点、在典型产品设计中的应用情况和使用时的注意事项。建议在产品设计中广泛使用该技术进行验证。     

地理信息系统(GIS)技术在城镇及铁路站场地下管线规划管理中的应用

简单介绍地理信息系统 (GIS)技术和国内外现状 ,指出现有城市管网和铁路站场地下管线管理中存在的问题 ,提出相应GIS系统的结构和应具有的功能、所需系统环境和基础数据 ,以及该系统在应用中的主要功能     

磨沙溪隧道洞口段不良地质地段施工技术

通过对磨沙溪隧道进口段施工，阐述坍塌的原因及以后的处理措施、施工方法和实施效果。     

西藏墨脱高等级公路工程地质遥感勘察及GIS应用

运用遥感及地理信息技术能有效地从图像光谱特征、空间特征、影像纹理、微地貌、景观等诸多方面,对岩石、构造、地形地貌、地质灾害等进行识别与划分,从遥感影像中提取公路工程地质信息.结合ENVI和ARC/INFO软件进行数据采集和专题制图,利用GIS的空间分析功能,能快速、准确地对公路工程地质条件进行定量分析和综合评价.     

古夫隧道软弱围岩普通型机械化配套试验性施工技术

为提高隧道软弱围岩施工安全性和加快施工进度,依托古夫隧道出口段工程,首先通过超前地质预报、监控量测、应力应变测试等判断围岩及掌子面稳定性; 然后通过超前支护、低预应力涨壳式锚杆加固围岩,提高围岩自稳能力; 最后采用普通型机械化配套大断面法施工,对围岩的拱顶沉降、周边收敛、应力应变等进行监测,通过数据分析结果指导现场施工。研究结果表明： 1)隧道软弱围岩普通型机械化配套试验性施工技术可以有效地加快施工进度,保证施工安全; 2)信息化管理可以通过数据分析结果指导现场施工,大大提升隧道施工的管理水平。     

地质选线在杭新景高速公路衢州段的应用实践

杭新景高速公路衢州段处于浙江省西部山区,该地区地质地貌复杂,不良地质类型多样,潜在地质灾害严重。在该高速公路路线设计阶段,贯彻地质选线的理念,进行多方案比选,对不良地质采取避让、处治等措施,不仅可有效降低工程造价,而且可以避免地质灾害的发生,为工程的建设和运营安全打下良好基础。     

综合超前地质预报在小坪子隧洞中的运用研究

研究目的：研究如何在施工过程中对隧洞掌子面前方的地质条件进行预报，减少地质灾害的发生。研究方法：在超前地质预报的宏观预报、长期预报、短期预报、临近警报等不同阶段，以地质理论为基础，综合运用地质方法、地球物理勘探方法、钻探方法，结合实践经验进行研究。研究结果：得出了地质预报的阶段性和不同阶段的预报方法，提出了地质超前预报体系各方法的相互关系，得出了实施超前地质预报应采用的步骤、方法及实施时应注意的问题。研究结论：深埋长大隧洞施工过程中的地质预报，只有采取地质理论的、地球物理的、钻探的等综合的方法，并且按宏观的、长期的、短期的、临近的思路进行才能取得好的效果。     

行车安全综合监控系统的时序Petri网描述及验证

行车安全综合监控系统规模大,复杂程度高,且具有不确定性。研究有效的形式化分析和验证方法对系统测试和可行性分析等方面具有重要意义。本文基于时序Petri网,提出了相应的分析和验证方法。然后,以系统中数据处理和传输过程的公平性、及时性和可靠性等问题为例,进行建模、分析和验证,从而说明本方法的有效性。     

1/32° real-time global ocean prediction and value-added over 1/16° resolution

A 1/32° global ocean nowcast/forecast system has been developed by the Naval Research Laboratory at the Stennis Space Center. It started running at the Naval Oceanographic Office in near real-time on 1 Nov. 2003 and has been running daily in real-time since 1 Mar. 2005. It became an operational system on 6 March 2006, replacing the existing 1/16° system which ceased operation on 12 March 2006. Both systems use the NRL Layered Ocean Model (NLOM) with assimilation of sea surface height from satellite altimeters and sea surface temperature from multi-channel satellite infrared radiometers. Real-time and archived results are available online at http://www.ocean.nrlssc.navy.mil/global_nlom. The 1/32° system has improvements over the earlier system that can be grouped into two categories: (1) better resolution and representation of dynamical processes and (2) design modifications. The design modifications are the result of accrued knowledge since the development of the earlier 1/16° system. The improved horizontal resolution of the 1/32° system has significant dynamical benefits which increase the ability of the model to accurately nowcast and skillfully forecast. At the finer resolution, current pathways and their transports become more accurate, the sea surface height (SSH) variability increases and becomes more realistic and even the global ocean circulation experiences some changes (including inter-basin exchange). These improvements make the 1/32° system a better dynamical interpolator of assimilated satellite altimeter track data, using a one-day model forecast as the first guess. The result is quantitatively more accurate nowcasts, as is illustrated by several model-data comparisons. Based on comparisons with ocean color imagery in the northwestern Arabian Sea and the Gulf of Oman, the 1/32° system has even demonstrated the ability to map small eddies, 25–75 km in diameter, with 70% reliability and a median eddy center location error of 22.5 km, a surprising and unanticipated result from assimilation of altimeter track data. For all of the eddies (50% small eddies), the reliability was 80% and the median eddy center location error was 29 km. The 1/32° system also exhibits improved forecast skill in relation to the 1/16° system. This is due to (a) a more accurate initial condition for the forecast and (b) better resolution and representation of critical dynamical processes (such as upper ocean – topographic coupling via mesoscale flow instabilities) which allow the model to more accurately evolve these features in time while running in forecast mode (forecast atmospheric forcing for the first 5 days, then gradually reverting toward climatology for the remainder of the 30-day forecast period). At 1/32° resolution, forecast SSH generally compares better with unassimilated observations and the anomaly correlation of the forecast SSH exceeds that from persistence by a larger amount than found in the 1/16° system.