Analysis of the environmental sensitivities of a typical dynamic epikarst system at the Nongla monitoring site, Guangxi, China   总被引：6，自引：0，他引：6  

Zhang Cheng  Yuan Daoxian  Cao Jianhua 《Environmental Geology》2005,47(5):615-619

Nongla, a typical karst dynamic system (KDS) monitoring site, is located at Nongla Village, Mashan County, Guangxi, China. The data from a Greenspan CTDP300 multichannel data logger indicates that the KDS is highly sensitive to environmental changes. Multi-day and diurnal physico-chemical composition of epikarst spring water is quite different under different climatic conditions. During a day with no rainfall, water temperature and air temperature have similar variations. Electrical conductivity (EC) has good positive correlation with pH value and water temperature. During rainstorms, the physico-chemical composition of the spring water is initially strongly effected by dilution, pH and EC drop rapidly. However, half to one hour later, EC returns to normal and the CO₂ effects will be the dominant physical effect. This is due to the high fissure rates and high permeability in the epikarst zone. Dilution effects were observed during the entire rainstorm event,whereas, it only acts during the earliest period of light rain. Therefore, it is necessary to examine the water–rock–CO₂ combination as a whole system to explain the hydrochemical behavior of epikarst processes.  相似文献   

数字社区数据标准研究   总被引：4，自引：1，他引：4  

邬伦  徐宜勤  王晓明  刘岳峰  汪大明 《地理与地理信息科学》2005,21(4):20-23

当前数字社区建设缺乏统一的智能化综合管理平台以及相应的各项数据标准，使得数字社区难以真正实现统一的数字化管理。该文参考国内外相应数据标准，研究数字社区的标准体系结构。针对现有标准体系缺乏相关数据标准的现状，提出数字社区系列数据标准，包括数据接口层标准、数据分类编码标准、数据模型、数据字典和元数据标准。阐述系列标准中各标准间的相互关系以及各标准所包含的具体内容。  相似文献   

广州市北京路步行街旅游形象策划   总被引：2，自引：2，他引：2  

刘水良  吴吉林  徐颂军 《云南地理环境研究》2005,17(2):65-68

商业步行街是当今城市旅游购物和休闲的一个重要场所。广州市北京路是广州历史和现代有名的商业街之一,也是广州的一个著名景点。为了更好地包装广州市北京路的旅游形象,在详细分析其旅游文脉和旅游发展现状的基础上,采用企业识别系统的相关理论,对该区旅游形象MI、BI、VI三个方面进行了较为科学的策划。认为广州市北京路应突出“岭南第一街”的特点,对步行街的企业行为系统、市民行为系统等进行有效管理和规范,并改善现有的视觉景观和视觉标志,着力塑造一个集旅游观光、购物消费和休闲娱乐于一体的旅游形象。  相似文献   

贵州省六盘水市石漠化遥感-GIS评价     

张红玉  李武福  郭颖 《云南地理环境研究》2005,17(5):15-19

以六盘水市为研究区，以ETM遥感数据和1：25万的国家标准基础地理数据为主要数据源，辅助以地面样地调查数据，建立石漠化与诸因子相关关系模型，将诸因子转化为遥感定量指标，研究遥感专题信启，快速提取，形成RS、GIS集成的石漠化信息提取技术。通过以上技术处理，实现了六盘水市喀斯特地区的石漠化现状遥感—GIS快速调查评价，得到六盘水市石漠化信息地理数据库等数据，为政府部门实现宏观决策提供理论依据和科学数据。  相似文献   

基于城市体系的长江三角洲旅游地域系统研究   总被引：2，自引：0，他引：2  

黎华群 《云南地理环境研究》2005,17(5):47-51

首先分析了长江三角洲旅游资源的分布格局及长三角旅游发展的整体性现状，认为长三角旅游整体发展的协调性不足。然后从城市体系与区域旅游整体发展耦合的角度出发，引入了长江三角洲城市体系的规模结构、空间结构、交通网络结构和城市群内部经济联系的分析研究，并以此划分出了长三角两个层次的旅游地域系统，给出了长三角地域旅游城市网络体系的空间组织。最后提出了长三角区域旅游产业联动发展的对策和建议。  相似文献   

空间分析与自然地理综合研究   总被引：2，自引：1，他引：2  

郝成元  吴绍洪  杨勤业 《地理与地理信息科学》2005,21(1):52-55

通过对空间分析技术和自然地理综合研究发展历程与趋势的分析，得出两个结论：1)现代地理学的快速发展越来越离不开空间分析的支撑，即空间分析技术在地理学中的应用空间愈来愈广，在自然地理综合研究中尤为如此，其主要原因就是空间分析在综合研究中的优势愈来愈明显；2)空间分析技术随其理论与实践的迅速发展及逐步拓展，愈来愈成为自然地理学发展的巨大推动力，也越来越离不开自然地理综合研究这个促使其发展壮大的空间和能发挥其主导作用的领域。空间分析技术和自然地理综合研究的结合已经成为现代自然地理学以及地球空间信息学研究的主要发展趋势之一。  相似文献   

云南沿边境地带生态环境3S监测、 评价与调控研究   总被引：8，自引：0，他引：8  

齐清文  何大明  邹秀萍  姜莉莉  李晋 《地理科学进展》2005,24(2):1-12

本文利用全球新千年整体生态系统评估的理论，以云南省沿边境地带生态系统变化跨境生态安全为研究对象，探寻并揭示我国陆疆系统的跨境生态系统变化监测、评价和生态安全综合调控的基础理论与信息机理；进而研究基于“3S”云南沿边境地带的生态环境监测、评价与综合调控的方法和关键技术，包括方法和技术体系的建立、指标体系的建立、多尺度效应和尺度转换、数学模型的建立、综合调控模式和决策方案的建立等；在案例研究部分，建立了背景数据库，然后选择大、中、小尺度进行了全区生态环境现状评价，重点河道、典型路段和重点口岸的影响评价和预测预报研究，最后进行了综合调控模式和方案的探讨，并对研究结果进行了动态仿真和虚拟表达研究。  相似文献   

273.15K下LiCl-Li2B4O7-H2O体系热力学性质的等压研究   总被引：2，自引：0，他引：2       下载免费PDF全文

杨吉民  姚燕  张爱云  宋彭生 《盐湖研究》2005,13(1):19-24

用等压法研究了273 15K下LiCl-Li2B4O7-H2O体系中纯盐水溶液(离子强度范围为LiCl0 2046～2 5055mol·kg-1,Li2B4O70 1295～0 3700mol·kg-1)以及混合盐水溶液(离子强度范围为0 0931～2 4911mol·kg-1)渗透系数和水活度;计算了LiCl-Li2B4O7-H2O体系的饱和蒸汽压,获得饱和蒸汽压、渗透系数随离子强度的变化规律。用实验数据以最小二乘法求取了LiCl和Li2B4O7纯盐参数及体系的混合盐参数,拟合的标准偏差分别为0 0077和0 026。用该模型计算的渗透系数值与实验结果取得合理的一致。同时研究结果与273 15K下LiCl-Li2SO4-H2O体系的渗透系数随离子强度变化的规律作了比较。本研究对完善低温下含锂、硼盐湖卤水体系的热力学模型和盐湖资源的综合开发利用具有重要意义。  相似文献   

Investigation into the effect of fault properties on wave transmission          下载免费PDF全文

H.R. Mohammadi  H. Mansouri  M. Bahaaddini  H. Jalalifar 《国际地质力学数值与分析法杂志》2017,41(17):1741-1757

The estimation of wave transmission across the fractured rock masses is of great importance for rock engineers to assess the stability of rock slopes in open pit mines. Presence of fault, as a major discontinuity, in the jointed rock mass can significantly impact on the peak particle velocity and transmission of blast waves, particularly where a fault contains a thick infilling with weak mechanical properties. This paper aims to study the effect of fault properties on transmission of blasting waves using the distinct element method. First, a validation study was carried out on the wave transmission across a single joint and different rock mediums through undertaking a comparative study against analytical models. Then, the transmission of blast wave across a fault with thick infilling in the Golgohar iron mine, Iran, was numerically studied, and the results were compared with the field measurements. The blast wave was numerically simulated using a hybrid finite element and finite difference code which then the outcome was used as the input for the distinct element method analysis. The measured uplift of hanging wall, as a result of wave transmission across the fault, in the numerical model agrees well with the recorded field measurement. Finally, the validated numerical model was used to study the effect of fault properties on wave transmission. It was found that the fault inclination angle is the most effective parameter on the peak particle velocity and uplift. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Constitutive and numerical framework for modeling joints and faults in rock          下载免费PDF全文

Howard Schreyer  Deborah Sulsky 《国际地质力学数值与分析法杂志》2016,40(9):1253-1283

A three‐dimensional constitutive model for joints is described that incorporates nonlinear elasticity based on volumetric elastic strain, and plasticity for both compaction and shear with emphasis on compaction. The formulation is general in the sense that alternative specific functional forms and evolution equations can be easily incorporated. A corresponding numerical structure based on finite elements is provided so that a joint width can vary from a fraction of an element size to a width that occupies several elements. The latter case is particularly appropriate for modeling a fault, which is considered simply to be a joint with large width. For small joint widths, the requisite equilibrium and kinematic requirements within an element are satisfied numerically. The result is that if the constitutive equation for either the joint or the rock is changed, the numerical framework remains unchanged. A unique aspect of the general formulation is the capability to handle either pre‐existing gaps or the formation of gaps. Representative stress–strain plots are given to illustrate both the features of the model and the effects of changes in values of material parameters. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献