佳木斯地区冬、春季大-暴雪成因分析     

闫世岩  陈东风 《黑龙江气象》2005,(2):2-3

冬、春季的天气影响系统既有共同点，又有不同之处。通过近20a大-暴雪个例的物理成因及卫星云图等特征的分析，总结出有预报意义的指标。  相似文献   

2001年影响广西的台风卫星云图特征分析     

黎声镭  陈翠敏 《气象研究与应用》2002,23(3):17-20

应用定性和定量分析方法 ,对 2 0 0 1年 4个影响广西的台风云图特征进行分析 ,发现旋转结构明显、组织结构紧密、面积大的台风云系 ,所产生的台风强度强、持续时间长、降水范围宽、过程雨量大  相似文献   

南疆西部山区一次特大暴雨特征分析     

胡翠珍 《沙漠与绿洲气象(新疆气象)》2002,25(3):9-11

通过对2001年9月22－23日南疆西北部山区特大暴雨的环流背景、物理量场、卫星云图分析，揭示了这场特大暴雨的物理机制和各要素场特征。  相似文献   

基于MAPGIS的1∶50万土地利用数据库系统设计与实现   总被引：1，自引：0，他引：1  

郑坤  张剑波  杨慧 《地球科学》2002,27(3):293-296

土地利用资料是国家重要的基础地理资料 .针对全国土地利用数据进行建库管理会对国家建设起到重要的作用 .以MAPGIS为基础 ,按照一定的设计原则提出系统总体上应有的数据编辑、查询、统计等六大模块及其主要的功能 .详细说明了在MAPGIS平台的支持下全国土地利用数据库的数据组织方式 ,以及外部属性与图形数据的关联方式、图库中图元的B+ 树索引的结构、数据检索、输出流程等关键技术问题的解决方案 .  相似文献   

PowerBuilder 8.0中C/S模式应用过渡到B/S模式应用的实现技术   总被引：1，自引：0，他引：1  

李军  罗省贤 《物探化探计算技术》2003,25(2):188-192

简要分析了PowerBuilder 8．0中各种B/S解决方案的优劣，探讨了适用于已有C／S模式应用过渡到B／S模式应用的实现方法，以及利用ASP技术实现对不同类型的客户测览器隐藏底层实现方法的技术，并给出了C／S模式应用过渡到B／S模式应用的一个实例。  相似文献   

灌溉实时调度研究进展   总被引：16，自引：1，他引：16       下载免费PDF全文

顾世祥  傅骅  李靖 《水科学进展》2003,14(5):660-666

灌溉实时调度是农业水管理走向智能化、自动化和现代化的重要标志,综合应用地理信息系统、卫星遥感技术、全球定位系统、计算机、人工智能、信息技术,以及农业灌溉、气象学、系统工程等多学科的最新成果,提高调度的灵活性、可靠性、实用性,是灌溉实时调度今后的发展趋势。同时,也面临着基础设施落后、技术力量薄弱、信息处理费用过高、卫星传输周期长等多方面的困难。综述了国内外在实时灌溉预报、渠系动态配水、土壤墒情监测、计算机辅助决策支持系统以及灌区空间信息管理等方面的最新研究进展和主要成就,力求促进灌区用水管理研究的发展。  相似文献   

He and Ne isotopes in oceanic crust: implications for noble gas recycling in the mantle     

Manuel Moreira  Jerzy Blusztajn  Joshua Curtice  Stan Hart  Henry Dick  Mark D. Kurz 《Earth and Planetary Science Letters》2003,216(4):635-643

In an attempt to determine the helium and neon isotopic composition of the lower oceanic crust, we report new noble gas measurements on 11 million year old gabbros from Ocean Drilling Program site 735B in the Indian Ocean. The nine whole rock samples analyzed came from 20 to 500 m depth below the seafloor. Helium contents vary from 3.3×10⁻¹⁰ to 2.5×10⁻⁷ ccSTP/g by crushing and from 5.4×10⁻⁸ to 2.4×10⁻⁷ ccSTP/g by melting. ³He/⁴He ratios vary between 2.2 and 8.6 Ra by crushing and between 2.9 and 8.2 by melting. The highest R/Ra ratios are similar to the mean mid-ocean ridge basalt (MORB) ratio of 8±1. The lower values are attributed to radiogenic helium from in situ α-particle production during uranium and thorium decay. Neon isotopic ratios are similar to atmospheric ratios, reflecting a significant seawater circulation in the upper 500 m of exposed crust at this site. MORB-like neon, with elevated ²⁰Ne/²²Ne and ²¹Ne/²²Ne ratios, was found in some high temperature steps of heating experiments, but with very small anomalies compared to air. These first results from the lower oceanic crust indicate that subducted lower oceanic crust has an atmospheric ²⁰Ne/²²Ne ratio. Most of this neon must be removed during the subduction process, if the ocean crust is to be recirculated in the upper mantle, otherwise this atmospheric neon will overwhelm the upper mantle neon budget. Similarly, the high (U+Th)/³He ratio of these crustal gabbros will generate very radiogenic ⁴He/³He ratios on a 100 Ma time scale, so lower oceanic crust cannot be recycled into either MORB or oceanic island basalt without some form of processing.  相似文献   

ADV measurements of velocity distributions in a gravel‐bed flume     

Vito Ferro 《地球表面变化过程与地形》2003,28(7):707-722

Velocity measurements carried out by an acoustic doppler velocimeter (ADV) in a rectangular laboratory ?ume having a gravel bed are presented. The velocity pro?les are measured in six verticals of the channel cross‐section having an increasing distance (from 4 to 38·5 cm) from the ?ume wall. The experimental runs are carried out for ?ve different bed arrangements, characterized by different concentrations of coarser elements, and for the two conditions of small‐ and large‐scale roughness. For both hydraulic conditions, the velocity measurements are ?rst used to test the applicability of the Dean pro?le and of the logarithmic pro?le corrected by a divergence function proposed in this paper. Then, for each value of the depth sediment ratio h/d₈₄, the non‐dimensional friction factor parameter is calculated by integration of the measured velocity distributions in the different verticals of the cross‐section. Finally a semi‐logarithmic ?ow resistance equation is empirically deduced. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Hydrologic and geomorphic effects of temporary ice‐dammed lake formation during jökulhlaups     

Matthew J. Roberts  Fiona S. Tweed  Andrew J. Russell   skar Knudsen  Timothy D. Harris 《地球表面变化过程与地形》2003,28(7):723-737

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Mechanisms of riverbank failure along the Arno River,central Italy     

Stefano Dapporto  Massimo Rinaldi  Nicola Casagli  Pietro Vannocci 《地球表面变化过程与地形》2003,28(12):1303-1323

Riverbanks along the Arno River have been investigated with the aims of de?ning the main mechanisms of failure and retreat, their spatial distribution, and their causes. Geomorphological aspects were investigated by a reconnaissance of riverbank processes, for a number (26) of representative sites. Laboratory and in situ tests were then performed on a selected number of riverbanks (15). Based on the material characteristics, six main typologies of riverbanks have been de?ned, with homogeneous ?ne‐grained and composite banks representing the most frequent types. Slab‐type failures are the most frequent mechanism observed on ?ne‐grained banks, while cantilever failures prevail on composite banks. The role of river stage and related pore water pressure distributions in triggering the main observed mechanisms of failure has been investigated using two different types of stability analysis. The ?rst was conducted for 15 riverbanks, using the limit equilibrium method and considering simpli?ed hypotheses for pore water pressure distribution (annulment of negative pore pressures in the portion of the bank between low water stage and peak stage). Stability conditions and predicted mechanisms of failure are shown to be in reasonably good agreement with ?eld observations. Three riverbanks, representative of the main alluvial reaches of the river, were then selected for a more detailed bank stability analysis, consisting of: (a) de?nition of characteristic hydrographs of the reach with different return periods; (b) modelling of saturated and unsaturated ?ow using ?nite element seepage analysis; and (c) stability analysis with the limit equilibrium method, by adopting pore water pressure values derived from the seepage analysis. The results are compared to those obtained from the previous simpli?ed analysis, and are used to investigate the different responses, in terms of stability, to different hydrological and riverbank conditions. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献