塔里木河下游应急输水的水生态环境响应   总被引：26，自引：2，他引：26       下载免费PDF全文

邓铭江 《水科学进展》2005,16(4):586-591

塔里木河下游357km河道断流近30年,向塔里木河下游实施应急输水抢救生态环境,是世界范围内流域退化生态系统恢复与重建的稀有案例。以此为背景,在生态环境本底状况调查的基础上,通过大量的监测资料,应用河道水力学、地下水动力学以及植被生态学,以河道水量沿程消耗-地下水位动态变化-植物恢复为主线,摸清了水流在河道纵向、河道横向两侧和垂向剖面中的运移、转化和消耗规律,研究分析了应急输水的水生态环境三维响应特征和植被恢复效应。为创建和完善干旱区受损生态系统输水、修复与重建的评价体系打下基础,也为塔里木河流域综合治理提供技术支撑。  相似文献   

亚洲沙尘暴的遥感监测方法研究 --以中国-日本合作研究区为例   总被引：4，自引：0，他引：4  

刘志丽  马建文  张国平  周自江 《武汉大学学报(信息科学版)》2005,30(8):708-711,F0003

介绍了亚洲沙尘暴遥感监测的一些新方法,并对监测结果与数据进行了综合分析,这些结果能够为GCM全球尺度沙尘模型提供参数和验证数据。本次研究结果为亚洲沙尘暴的中长期预测/预警系统提供了新的遥感技术方法。  相似文献   

DMC＋4小卫星在国际灾害监测中的应用与评价   总被引：8，自引：0，他引：8  

李伯林  左烨 《遥感学报》2005,9(4):468-474

针对国际灾害监测星座应用技术和中国各种自然灾害的现状,着重研究了DMC(DisasterMonitoringConstellation)星座应用技术和DMC 4小卫星的数据特点,研究了利用小卫星星座对防灾、抗灾救灾的突出作用,研究了小卫星地面系统集成技术和星地一体化运营、管理和控制体系,以便进一步推动国内小卫星技术、遥感应用技术、卫星星座技术、天地一体化运管控技术和机制创新的发展。促进中国灾害监测星座的研制,最终实现对各种自然灾害的实时、动态监测。  相似文献   

全国资源与生态环境遥感监测数据管理与应用服务系统设计   总被引：2，自引：0，他引：2  

贾萍  查宗祥  刘聚海  吴洪桥 《国土资源信息化》2005,(6):8-11

为推动资源与生态环境遥感监测数据的应用与服务,为国家、相关行业管理决策和社会公众提供有价值的信息,需要在资源与生态环境遥感监测成果数据基础上,开发数据管理与应用服务系统。本文从国家资源与生态环境建设的实际需求出发,结合国土资源部实施的环北京地区资源与生态环境遥感监测成果,探讨资源与生态环境遥感监测数据管理与应用服务的技术解决方案,搭建资源与生态环境遥感监测数据管理与应用服务技术平台,并实现网络环境下对资源与生态环境监测形成的各种类型数据的集成化管理。  相似文献   

Combined Digital Photogrammetry and Time-of-Flight Laser Scanning for Monitoring Cliff Evolution   总被引：4，自引：0，他引：4  

Michael  Lim  David N.  Petley  Nicholas J.  Rosser  Robert J.  Allison  Antony J.  Long  David  Pybus 《The Photogrammetric Record》2005,20(110):109-129

Although cliffs form approximately 75% of the world's coastline, the understanding of the processes through which they evolve remains limited because of a lack of quantitative data on the morphological changes they undergo. In this paper the combination of terrestrial time-of-flight laser scanning with high-resolution digital photogrammetry is examined to generate high-quality data-sets pertaining to the geomorphic processes governing cliff development. The study was undertaken on a section of hard rock cliffs in North Yorkshire, UK, which has been monitored over a 12-month period. High-density, laser-scanned point clouds have been used to produce an accurate representation of these complex surfaces, free from the optical variations that degrade photographic data. These data-sets have been combined with high-resolution photographic monitoring, resampled with the fixed accuracies of the terrestrial laser survey, to generate a new approach to recording the volumetric changes in complex coastal cliffs. This has led to significant improvements in the understanding of the activity patterns of coastal cliffs.  相似文献   

基于EOS/MODIS资料的沙尘遥感监测模型研究   总被引：5，自引：1，他引：5  

韩涛  李耀辉  郭铌 《高原气象》2005,24(5):757-764

在EOS MODIS资料可见光波段光谱特性的深入分析的基础上，提出了一种完全用MODIS可见光波段监测沙尘信息的技术方法。充分利用MODIS资料可见光范围波段划分细致的特点，构造了不同的光谱特征判别函数作为决策树的分支，最后用决策树法成功地对几次沙尘暴过程进行了沙尘信息遥感监测。结果表明，该方法具有良好的效果和实用性。  相似文献   

利用“3S”技术进行北京地区土壤水分监测应用技术研究   总被引：13，自引：4，他引：13       下载免费PDF全文

王晓云  张文宗等 《应用气象学报》2002,13(4):422-429

该文主要对适合于北京地区的土壤水分卫星遥感监测方法，利用GIS及GPS工具，提高对土壤水分卫星遥感监测结果的分析能力进行了探讨。在分析研究北京地区土壤水分卫星遥感监测模式及适宜使用的下垫面状况和时段的基础上，提出了一批具有一定物理意义和应用价值的遥感模式。利用GIS和GPS技术实现包括遥感信息在内的多种数据的复合，以影像的方式，将地表地理状况与土壤水分卫星遥感监测结果结合起来，实现了RS、GIS及GPS的融合，提高了土壤水分卫星遥感监测的精度。  相似文献   

班公湖—怒江构造带西段三叠纪—侏罗纪构造—沉积演化   总被引：20，自引：2，他引：20  

王冠民  钟建华 《地质论评》2002,48(3):297-303

班公湖－怒江构造带西段在大地构造位置上处于特提斯构造域东端，横跨班公湖－怒江断裂带。三叠纪－株罗纪期间，其构造－沉积演化经历了大陆初始裂谷（T）、原洋裂谷（J1）、残余弧后盆地（J2－J3）阶段。初始裂谷阶段的拉张是呈南断北超的半地堑式由东向西进行的，逐渐形成地堑式原洋裂谷盆地。中晚侏罗世，南部新特提斯洋壳开始北各俯冲,产生的区域挤压应力使原洋裂谷逐渐封闭，裂谷盆地的小洋壳表现出以南向俯冲为主的双向式腑冲，同时伴生区域热沉降，盆地具残余弧后盆地的性质。该阶段,羌南地区发育碳酸盐岩为主的稳定陆缘沉积，冈度斯－念青唐古拉板片北部则形成广泛南超的近源碎屑沉积。  相似文献   

Structural damage detection using the optimal weights of the approximating artificial neural networks     

Shih‐Lin Hung  C. Y. Kao 《地震工程与结构动力学》2002,31(2):217-234

This work presents a novel neural network‐based approach to detect structural damage. The proposed approach comprises two steps. The first step, system identification, involves using neural system identification networks (NSINs) to identify the undamaged and damaged states of a structural system. The partial derivatives of the outputs with respect to the inputs of the NSIN, which identifies the system in a certain undamaged or damaged state, have a negligible variation with different system errors. This loosely defined unique property enables these partial derivatives to quantitatively indicate system damage from the model parameters. The second step, structural damage detection, involves using the neural damage detection network (NDDN) to detect the location and extent of the structural damage. The input to the NDDN is taken as the aforementioned partial derivatives of NSIN, and the output of the NDDN identifies the damage level for each member in the structure. Moreover, SDOF and MDOF examples are presented to demonstrate the feasibility of using the proposed method for damage detection of linear structures. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Optimal design of passive energy dissipation systems based on H∞ and H2 performances     

J. N. Yang  S. Lin  J‐H. Kim  A. K. Agrawal 《地震工程与结构动力学》2002,31(4):921-936

Passive energy dissipation devices (EDDs), such as viscous dampers, viscoelastic dampers, etc., have been used to effectively reduce the dynamic response of civil infrastructures, such as buildings and bridges, subject to earthquakes and strong winds. The design of these passive energy dissipation devices (EDDs) involves the determination of the optimal locations and the corresponding capacities. In this paper, we present two optimal design methodologies for passive EDDs based on active control theories, including H_∞ and H₂ performances, respectively. The optimal design methodologies presented are capable of determining the optimal locations and the corresponding capacities of EDDs. Emphasis is placed on the application of linear matrix inequality (LMI) for the effective design of passive EDDs using the popular MATLAB toolboxes. One important advantage of the proposed approaches is that the computation of the structural response is not needed in the design process. The proposed optimal design methodologies have been applied to: (i) a 10‐storey building and a 24‐storey building both subject to earthquake excitations, and (ii) a 76‐storey wind‐excited benchmark building, to demonstrate the advantages of the proposed design methodologies over the conventional equal capacity design. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献