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171.
Introduction Concerning about research on grouped-earthquake seismogenic and occurrence, at present it is only limited on the stage of the theoretical analysis and numerical model. For instance, ZHANG (1987) simulated the grouped-earthquake generation and physical mechanism making use of spring-block principle. Applying for non-linear dynamic model, referring to Chinese continental plate as object, LI, et al (1997) performed the numerical simulation on the seismogenic and occurring of group…  相似文献   
172.
三种被动式积沙仪积沙效率的野外实验研究   总被引:1,自引:2,他引:1  
积沙仪积沙效率的高低直接影响近地表输沙率的测定,从而影响着风沙地貌的研究和风沙工程设计,对目前三种常用积沙仪在相同条件下(同一下垫面、相同风速)的积沙进行了野外观测。结果表明:(1)相同条件下,楔形积沙仪积沙量远远大于其它两种;(2)近地面积沙量随高度分布上,楔形积沙仪能更好地反映风沙流结构;(3)与其它两种积沙仪相比,楔形积沙仪所采集沙子中的小粒径颗粒含量明显多于其它两种积沙仪结果,而较大粒径颗粒的含量呈相反趋势,造成这些差异的原因在于楔形积沙仪采用的流线型构造和网状结构,从而对风沙流的阻挡程度较小,今后应推广楔形积沙仪的使用。  相似文献   
173.
洪水演进三维模拟仿真系统可视化研究   总被引:14,自引:0,他引:14  
洪水演进仿真系统的研制,是实施“数字流域”工程的重要组成部分;结合洪水演进可视化目标的分析,基于Visual C 系统开发平台,融GIS技术和Opengl开发技术,采用三角形逼近、光滑处理和加入法向量以控制光照的方式,实现了流域地形及河床的三维可视化仿真;应用广度优先搜索算法确定了运动水体与流域河床形态的自适应与自相依的关系,使流域洪水演进模拟具有真实自然的可视化效果。所研制的系统雏形,可有效的模拟流域洪水的三维演进过程;  相似文献   
174.
沙坡头人工植被固沙区天然降水的入渗和分配研究   总被引:5,自引:3,他引:5  
土壤、植被冠层与大气界面间(SVAT)物质传输过程日益成为水文学研究最感兴趣的领域,降水量的迁移与转换是非灌溉区SVAT主要的物质传输过程.干旱半干旱区稀疏灌丛蒸散量占降水量的90%以上,因此对降水入渗与水分在土壤内植物根际区再分配的研究显得十分重要.试验于2001年8月17日至9月30日在中国科学院沙坡头试验站进行,主要观测人工植被荒漠灌木柠条(Caragana korshinskii) 灌丛固定沙丘降水入渗与再分配过程.结果表明:在7次不连续降水过程中,土壤入渗深度与降水强度呈简单线性相关关系,土壤入渗速率约为降水强度的10倍.当次降水过程中降水强度小于0.46 mmh-1时,土壤入渗速率约为0 cm*h-1,此时的降水对沙区土壤基本上没有水分补给作用.受荒漠灌木柠条根系吸水作用的影响,其根系密集剖面深度40~140 cm内降水水分入渗积累不明显.降水入渗速率及入渗深度受土壤剖面初始含水率多寡而变化,干燥土壤剖面有助于提高瞬时入渗速率.降水以后随着时间的推移,人工固沙区微环境内空气温度、湿度等气象条件适宜,柠条生长进入相对旺盛阶段,其根系密集层140 cm深度处土壤含水率在总体上下降的过程中,表现出昼消夜长的趋势,试验期间翌日 8:00时土壤含水率值略高于前一日20:00时水分值 0.1%~0.3%.  相似文献   
175.
基于神经网络的单元自动机CA及真实和忧化的城市模拟   总被引:6,自引:0,他引:6  
提出了一种基于神经网络的单元自动机(CA)。CA已被越来越多地应用在城市及其它地理现象的模拟中。CA模拟所碰到的最大问题是如何确定模型的结构和参数。模拟真实的城市涉及到使用许多空间变量和参数。当模型较复杂时,很难确定模型的参数值。本模型的结构较简单,模型的参数能通过对神经网络的训练来自动获取。分析表明,所提出的方法能获得更高的模拟精度,并能大大缩短寻找参数所需要的时间。通过筛选训练数据,本模型还可以进行优化的城市模拟,为城市规划提供参考依据。  相似文献   
176.
The groundwater table has been declining at a rate of 0.65 m/yr in Luancheng County since large scale groundwater extraction carried out in the 1960s. The drop of precipitation, substantial increase in agricultural output, variations of crop planting structure and construction of water conservancy projects in the headwater area all tie up with the decline of the groundwater table. On the basis of analyzing the hydrogeological conditions and the water resources utilization of Luancheng County, a three-dimensional groundwater flow model was developed to simulate the county’s groundwater flow through finite-difference method using Visual Modflow software. We divide the research field into four parts after analyzing the hydrogeological condition. Based on parameter calibration and adjustment using measured data, the hydraulic conductivity and specific yield were simulated. Using the calibrated model, we analyze the agricultural water saving potentiality and its influence on the groundwater. The results are as follows: (1) if we decrease the amount of water extracted by 0.14xl08 m3, the average groundwater table of the five observation wells in December will rise by 0.33 m; (2) if we decrease the water by 0.29x 108m3, the average groundwater table of the five observation wells in December will rise by 0.64 m; and (3) if we increase the water by 0.29 x 108m3, the average groundwater table of the five observation wells in December will decline by 0.45 m. So we can draw a conclusion that controlling the agricultural water use is an important way to prevent the decline of groundwater table.  相似文献   
177.
Through the study of mutual process between groundwater systems and eco-environmental water demand, the eco-environmental water demand is brought into groundwater systems model as the important water consumption item and unification of groundwater’s economic, environmental and ecological functions were taken into account. Based on eco-environmental water demand at Da’an in Jilin province, a three-dimensional simulation and optimized management model of groundwater systems was established. All water balance components of groundwater systems in 1998 and 1999 were simulated with this model and the best optimal exploitation scheme of groundwater systems in 2000 was determined, so that groundwater resource was efficiently utilized and good economic, ecologic and social benefits were obtained.  相似文献   
178.
Velocity profile of a sand cloud blowing over a gravel surface   总被引:2,自引:0,他引:2  
Particle dynamic analyzer (PDA) measurement technology was used to study the turbulent characteristics and the variation with height of the mean horizontal (in the downwind direction) and vertical (in the upward direction) particle velocity of a sand cloud blowing over a gravel surface. The results show that the mean horizontal particle velocity of the cloud increases with height, while the mean vertical velocity decreases with height. The variation of the mean horizontal velocity with height is, to some extent, similar to the wind profile that increases logarithmically with height in the turbulent boundary layer. The variation of the mean vertical velocity with height is much more complex than that of the mean horizontal velocity. The increase of the resultant mean velocity with height can be expressed by a modified power function. Particle turbulence in the downwind direction decreases with height, while that in the vertical direction is complex. For fine sands (0.2–0.3 mm and 0.3–0.4 mm), there is a tendency for the particle turbulence to increase with height. In the very near-surface layer (<4 mm), the movement of blown sand particles is very complex due to the rebound of particles on the bed and the interparticle collisions in the air. Wind starts to accelerate particle movement about 4 mm from the surface. The initial rebound on the bed and the interparticle collisions in the air have a profound effect on particle movement below that height, where particle concentration is very high and wind velocity is very low.  相似文献   
179.
The U.S. Geological Survey has developed a technique that allows mineral resource experts to apply economic filters to estimates of undiscovered mineral resources. This technique builds on previous work that developed quantitative methods for mineral resource assessments. A Monte-Carlo calculation uses mineral deposit models to estimate commodity grades and tonnages of undiscovered deposits. The results then are analyzed using simple estimates of capital expenditures and daily operating costs for a mine and associated mill. The daily operating costs and the value of the ore are used to calculate the net present value of the deposit, which is compared to the capital expenditures to determine whether the deposit is economic. Repetition of these calculations for many deposits produces a table that can be interpreted in terms of the probability of there being deposits that have anet present value exceeding some specified amount. Sample calculations indicate that applying economic filters to simulated mineral resources might change the perception of the results compared to presenting the calculations in terms of the expected mean gross-in-place value of the minerals.  相似文献   
180.
汾河口傍河水源地激发补给量研究   总被引:2,自引:0,他引:2  
该文阐述傍河水源地地下水资源构成和补给特性。利用野外试验与室内数值模拟相结合方法,分析汾河口傍河水源地可采水资源量,数值模型刻画黄河实际摆动边界,考虑潜水延迟给水和极端干旱气候条件等多种方案;利用环境同位素技术追踪傍河水源地开采条件下的河水激发补给过程和补给强度。研究表明,在渗透性较好的常年性河流旁建立的水源地,具有抵御极端气象、水文环境以丰补歉的能力,枯水年动用的含水层储存量。丰水年恢复性强。  相似文献   
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