土壤水全时空调控的初步探讨   总被引：3，自引：1，他引：2  

靳孟贵  赵万林 《水文地质工程地质》1998,25(1):47-50

农业是第一用水大户,有利利用土壤是实现黑龙港地区农业可持续发展的关键,本文分析了黑龙港地区主要作物需水与降水的关系,建立了作物生长条件包气带流动系统的概念,并以此为基础提出了土壤水全时空调控的概念,探讨了土壤水全时空调控的涵义与措施,指出土壤水调控是一系统工程,必须多种措施有机结合,简单介绍了王瞳试验场开展的田间土壤水调控试验成果。  相似文献   

湘黔地区中奥陶世海平面上升的沉积响应   总被引：2，自引：0，他引：2       下载免费PDF全文

江茂生 《地质科学》1998,33(1):93-101

中奥陶世克拉道克阶(Caradocian)在全球范围内为海侵期,体现在全球范围广泛的黑色页岩沉积及笔石动物的大规模繁盛,湘黔地区这一时期地层发育完全,从碳酸盐台地-斜坡-外陆架盆地均有不同程度的响应。在台地区表现为碳酸盐台地的淹没,斜坡区表现为碳酸盐重力流及黑色页岩、粉砂岩沉积,形成碳酸盐与陆源碎屑的混合沉积,而在外陆架盆地区表现为黑色岩系大规模发育及笔石的大量繁盛。  相似文献   

Accounting for Estimation Optimality Criteria in Simulated Annealing   总被引：1，自引：0，他引：1  

P. Goovaerts 《Mathematical Geology》1998,30(5):511-534

This paper presents both estimation and simulation as optimization problems that differ in the optimization criteria, minimization of a local expected loss for estimation and reproduction of global statistics (semivariogram, histogram) for simulation. An intermediate approach is proposed whereby an initial random image is gradually modified using simulated annealing so as to better match both local and global constraints. The relative weights of the different constraints in the objective function allow the user to strike a balance between smoothness of the estimated map and reproduction of spatial variability by simulated maps. The procedure is illustrated using a synthetic dataset. The proposed approach is shown to enhance the influence of observations on neighboring simulated values, hence the final realizations appear to be better conditioned to the sample information. It also produces maps that are more accurate (smaller prediction error) than stochastic simulation ignoring local constraints, but not as accurate as E-type estimation. Flow simulation results show that accounting for local constraints yields, on average, smaller errors in production forecast than a smooth estimated map or a simulated map that reproduces only the histogram and semivariogram. The approach thus reduces the risk associated with the use of a single realization for forecasting and planning.  相似文献   

Flow Simulations To Evaluate Upscaling of Permeability   总被引：1，自引：0，他引：1  

Cathrine Tegnander  Tore Gimse 《Mathematical Geology》1998,30(6):717-731

We study upscaling of the permeability for porous media flow on a grid with one million blocks. The purpose is to illustrate how flow simulations can be used to evaluate upscaling methods.  相似文献   

泥石流的结构两相流模型：I.理论   总被引：13，自引：0，他引：13  

倪晋仁  王光谦 《地理学报》1998,53(1):66-76

泥石流的运动既有类似于固液两相流之处,又在很程度上不同于固液两相流。在泥石流滨汉体模型,膨胀体模型,粘塑体模型及颗粒流模型研究的基础上,本文提出了一种新的模型－泥石流的“结构两相流模型”这种模具有以往各类模型的优点,同时又便于对不同类型的泥石流进行描述,在理论上,它比现行各类模型更加严密,在应用上,它较现行各类模式更加方便,能够适用于更加广泛的各类条件,泥石流的结构两相流模型中将现行模型的作为特例  相似文献   

Velocity macro-model estimation from seismic reflection data by stereotomography   总被引：8，自引：0，他引：8  

Frédéric Billette  & Gilles Lambaré 《Geophysical Journal International》1998,135(2):671-690

  相似文献   

坡面流与坡面侵蚀动力过程研究的最新进展^*   总被引：21，自引：3，他引：18  

胡世雄  靳长兴 《地理研究》1998,17(3):326-335

在回顾了坡面流及坡面侵蚀过程研究的简史与现状的基础之上,全面总结了坡面流形成机理及其模式、坡面流水动力学特性、坡面侵蚀动力过程及其侵蚀产沙模型诸方面研究的最新进展,并对坡面流各要素分析及坡面小侵蚀陡坎的形成等进行了一些探讨。最后,提出了坡面流及坡面侵蚀过程研究中存在的主要问题及未来展望。  相似文献   

苍山5.2级地震前十里泉电厂井地下水离子多组分的变化特征及机制讨论   总被引：3，自引：0，他引：3  

耿杰  马志峰 《华北地震科学》1998,16(1):36-40

１９９５年９月２０日山东苍山５．２级地震前,山东枣庄十里电厂水化学现观测井（Δ＝ｋｍ）水离子多组分出现了较为同步的异常变化。本文以此为基础,分析研究了这些异常的变化特征,讨论了异常出现的机制,研究认为,枣庄十里泉电厂水化学观测井水离子多组分的异常同步变化及相互印证,提高了异常的可信度;与水中常见离子组分相比,其中水汞的震前异常变化幅度最大,异常特征明显;十里泉电厂水化学观测井水离子多组分的同步异常  相似文献   

珠江三角洲近期水沙分配的变化及其影响与对策   总被引：6，自引：0，他引：6  

黄镇国  张伟强 《云南地理环境研究》2006,18(2):21-27

近20多年，珠江三角洲西江与北江的水沙分配发生了重大变化，相当于增多了一条北江的水量和沙量向东输送，导致珠江三角洲腹心地区洪峰水位异常壅高，河道由淤转冲，口门水域面积缩小，滩涂面积扩展，伶仃洋尤其是西岸的淤积加速，对港口和航道有较大影响。  相似文献   

Seismic frame design via inverse mode design of frame-ground systems     

Izuru Takewaki  Tsuneyoshi Nakamura  Kitae Hirayama 《Soil Dynamics and Earthquake Engineering》1998,17(3):153-163

A two-step stiffness design procedure is developed for a moment-resisting planar frame supported by a prescribed two-dimensional finite-element ground-pile system. In the first step, a hybrid inverse eigenmode problem is formulated and its solution is derived in an analytical form. A difficulty resulting from the existence of multiple interface nodes is overcome by incorporating a deformation constraint into a set of linear equations for finding the lowest-mode displacements at the interface nodes and in the ground. In the second step, the fundamental natural frequency of the combined system and the lowest mode-strain ratios in the frame specified in the first step are regarded as the parameters for adjusting the mean peak seismic member-end strains to their specified values. If the fundamental natural frequency of the frame with a fixed-base happens to be close to that of the ground, a difficulty arises in the two-step stiffness design procedure because of an irregular response amplification and of the non-predominance of the lowest-mode components. A new practical design procedure of rapid convergence is proposed such that an initial design is found for a stiff ground and that a sequence of stiffness designs is generated with respect to a ground stiffness parameter without any differential coefficient of series expansion. The accuracy of the model utilized in this paper and the validity of the present stiffness design procedure are verified through time-history response analysis.  相似文献