密云县水源地土地利用规划研究     

祁黄雄  蔡运龙  刘松 《地理与地理信息科学》2002,18(3):66-68

该文通过分析密云县土地利用的自然和社会条件 ,在此基础上围绕水源地水源环境保护的目标 ,对该区域进行土地利用规划 ,即县城密云镇为增长极以及为密云水库生态区、西南粮油菜生产区、东南果粮生产和生态建设区、西北林牧生态区以及东北生态保护和林果生产区。  相似文献   

旅游信息系统建设模式探讨——以佛山市为例   总被引：6，自引：0，他引：6  

何素芳  罗平  徐颂  黄耀丽 《地域研究与开发》2002,21(4):65-68

作为当前旅游信息系统开发的两种主要基础平台，地理信息系统和多媒体制作系统都存在一定的缺陷。多媒体制作系统缺乏旅游地图的有效管理，空间查询，分析和统计功能，旅游地理信息系统则缺乏旅游信息的多媒体表达能力。从实用性和普及性出发，集合二者优点开发模式具有更大的推广应用价值。因此，论文提出在同一界面下基于GIS和多媒体集成的旅游信息系统开发模式；（1）在GIS中增加多媒体信息表达能力，以关系数据库为核心，把多媒体文件名信息存储在地理信息系统属性库，依靠多媒休段实现多媒体数据与地理信息系统图形和属性的关联，实现查询的基本概念；（2）在多媒体系统中开发部分GIS空间查询功能。以此思路，佛山科技学院GIS技术实验室利用VB进行GIS和多媒体二次开发，成功地完成了佛山旅游信息系统的设计和开发。  相似文献   

阿拉尔灌区棉田蒸散量计算模型     

胡顺军  王举林  宋郁东 《干旱区地理》2002,25(3):241-244

根据2000年阿克苏水平衡站有底测坑试验资料，分析了土壤水分有效性函数与土壤相对有效含水率，作物生物学特性函数，与群体叶面积指数的关系，结果表明：（1）土壤水分有效性函数与土壤相对有效含水率呈直线函数关系；（2）作物生物学特性函数与群体叶面积指数呈指数函数关系。选用20cm蒸发器水面蒸发量、作物生物学特性函数和土壤水分有效性函数，应用数理统计方法建立了阿拉尔灌区棉田蒸散量计算模型。该模式仅需常规气象与土壤湿度资料，计算简便，精度较高，便于在缺乏实测资料的地区使用。  相似文献   

聚丙烯酸/绢云母超吸水性复合材料的合成与性能研究   总被引：22，自引：5，他引：22  

林松柏  林建明  吴季怀  魏月琳 《矿物学报》2003,23(1):1-6

通过丙烯酸与绢云母超纫粉的接技共聚，制备出吸水率为1100倍的超吸水性复合材料。研究了制备过程中各种影响因素，结果表明，当绢云母超纫粉的用量为10％—20％，丙烯酸单体的浓度为25％，单体的中和度为65％，交联剂用量为0．1％，引发剂用量为1．5％，接技共聚反应温度为70℃时，可获得较好的结果。本文讨论了上述反应因素对复合材料吸水率的影响，并探讨了吸水材料的颗粒大小对吸水性能的影响。  相似文献   

灰色系统理论预测大气氮氧化物污染的应用   总被引：11，自引：0，他引：11  

茅均标  石健  刘刚  李继明 《华东地质学院学报》2003,26(1):38-40

根据中国南方某省所辖城市近年来N0x污染指数的测量数据的统计资料，建立了GM(1，1）灰色预测模型，通过预测探讨了大气中氮氧化物指数的变化趋势。所建模型残差仅1．17％，关联系数为0．9067，精度较高，具有较好的可行性和适应性，可以为管理规则提供决策依据。  相似文献   

层序地层学研究及隐蔽油气藏预测--以南阳凹陷古近系为例   总被引：2，自引：0，他引：2  

程学峰  于群达  吴跃通  孙峥嵘  杨春红 《新疆地质》2003,21(2):206-209

高精度层序地层学已被证明是寻找隐蔽圈闭行之有效的理论方法．运用该理论对南阳凹陷进行了研究，对地震剖面中反射界面的追踪，在古近系中识别出了各级别的层序界面，结合周缘露头、钻井、测井等资料，分析了主要目的层序内体系域的构成及高频单元变化规律，建立了层序地层模式，在此基础上预测南部陡崖式断坡带和北部缓坡式弯折带是低位域砂体和隐蔽岩性油气藏形成的有利区带．  相似文献   

邛崃4.5级地震与震后趋势判断     

袁海良  朱昌保  宋杰  高进  任寰 《地震地磁观测与研究》2003,24(4):80-83

邛崃地震发生后，成都市地震局很快做出反应，及时开展了地震考察并做出了正确的震后趋势判断，取得了较好的社会效益。  相似文献   

Fine structure of Pn velocity beneath Sichuan-Yunnan region     

Jinli Huang  Xiaodong Song  Suyun Wang 《中国科学D辑(英文版)》2003,46(2):201-209

We use 23298 Pn arrival-time data from Chinese national and provincial earthquake bulletins to invert fine structure of Pn velocity and anisotropy at the top of the mantle beneath the Sichuan-Yunnan and its adjacent region. The results suggest that the Pn velocity in this region shows significant lateral variation; the Pn velocity varies from 7.7 to 8.3 km/s. The Pn-velocity variation correlates well with the tectonic activity and heat flow of the region. Low Pn velocity is observed in southwest Yunnan, Tengchong volcano area, and the Panxi tectonic area. These areas have very active seismicity and tectonic activity with high surface heat flow. On the other hand, high Pn velocity is observed in some stable regions, such as the central region of the Yangtze Platform; the most pronounced high velocity area is located in the Sichuan Basin, south of Chengdu. Pn anisotropy shows a complex pattern of regional deformation. The Pn fast direction shows a prominent clockwise rotation pattern from east of the Tibetan block to the Sichuan-Yunnan diamond block to southwest Yunnan, which may be related to southeastward escape of the Tibetan Plateau material due to the collision of the Indian Plate to the Eurasia Plate. Thus there appears to be strong correlation between the crustal deformation and the upper mantle structure in the region. The delay times of events and stations show that the crust thickness decreases from the Tibetan Plateau to eastern China, which is consistent with the results from deep seismic sounding.  相似文献   

Numerical evaluation of the damping‐solvent extraction method in the frequency domain by Ushnish Basu and Anil K. Chopra,Earthquake Engng Struct. Dyn. 2002; 31(6):1231–1250     

Chongmin Song  John P. Wolf 《地震工程与结构动力学》2003,32(9):1475-1479

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System identification of the Vincent Thomas suspension bridge using earthquake records     

Andrew W. Smyth  Jin‐Song Pei  Sami F. Masri 《地震工程与结构动力学》2003,32(3):339-367

The Vincent Thomas Bridge in the Los Angeles metropolitan area, is a critical artery for commercial traffic flow in and out of the Los Angeles Harbor, and is at risk in the seismically active Southern California region, particularly because it straddles the Palos Verdes fault zone. A combination of linear and non‐linear system identification techniques is employed to obtain a complete reduced‐order, multi‐input–multi‐output (MIMO) dynamic model of the Vincent Thomas Bridge based on the dynamic response of the structure to the 1987 Whittier and 1994 Northridge earthquakes. Starting with the available acceleration measurements (which consists of 15 accelerometers on the bridge structure and 10 accelerometers at various locations on its base), an efficient least‐squares‐based time‐domain identification procedure is applied to the data set to develop a reduced‐order, equivalent linear, multi‐degree‐of‐freedom model. Although not the main focus of this study, the linear system identification method is also combined with a non‐parametric identification technique, to generate a reduced‐order non‐linear mathematical model suitable for use in subsequent studies to predict, with good fidelity, the total response of the bridge under arbitrary dynamic environments. Results of this study yield measurements of the equivalent linear modal properties (frequencies, mode shapes and non‐proportional damping) as well as quantitative measures of the extent and nature of non‐linear interaction forces arising from strong ground shaking. It is shown that, for the particular subset of observations used in the identification procedure, the apparent non‐linearities in the system restoring forces are quite significant, and they contribute substantially to the improved fidelity of the model. Also shown is the potential of the identification technique under discussion to detect slight changes in the structure's influence coefficients, which may be indicators of damage and degradation in the structure being monitored. Difficulties associated with accurately estimating damping for lightly damped long‐span structures from their earthquake response are discussed. The technical issues raised in this paper indicate the need for added spatial resolution in sensor instrumentation to obtain identified mathematical models of structural systems with the broadest range of validity. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献