在图形简化中面状目标间拓扑关系渐进式转换的研究   总被引：1，自引：0，他引：1  

郭庆胜  蔡永香 《测绘科学》2007,32(1):30-31,39

拓扑关系是空间关系中最为重要的关系,在空间抽象中,拓扑关系会发生变化,如何控制这种变化?如何在更抽象的层次上维护空间拓扑关系的一致性,就是一个非常重要的问题。本文以拓扑关系成分抽象的转换方法为基础,研究了面之间拓扑关系的抽象规则,并详细探讨了这些拓扑关系的渐进式转换方法,绘制了相应的面之间基本拓扑关系渐进式转换图。  相似文献   

Geogenic and anthropogenic zinc in epiphytic and terricolous lichens in Finland     

K Takala  R Salminen  H Olkkonen 《Journal of Geochemical Exploration》1998,63(1):57-66

At 31 sites in Finland the Zn content was determined of the epiphytic lichen Hypogymnia physodes (L.) Nyl. growing on pine and birch, the terricolous lichen Cladina spp. in pine bark, and the inner part of birch bark. The anomalous contents of Zn in H. physodes on pine and Cladina spp. in soil appeared to be strongly related to sulphide ore deposits. Anthropogenic Zn correlated closely with S and Fe in H. physodes on pine and with Fe in Cladina spp. The binding of geogenic Zn was related to iron hydroxides, and was attributed to the different uptake mechanism of S in these lichens. Elevated values of Zn in H. physodes on birch were due to both geogenic and anthropogenic sources. Zinc in pine bark increased with the Zn content in H. physodes and reached a limiting value.  相似文献   

引潮位展开中的面球谐函数及其递推公式   总被引：4，自引：0，他引：4       下载免费PDF全文

郗钦文 《地球物理学报》1999,42(1):69-74

为了引潮位展开,文中定义了一种完全规格化的面球谐函数,同时根据勒让德（Ｌｅｇｅｎｄｒｅ）函数以及契比雪夫（Ｃｈｅｂｙｓｈｅｖ）多项式之递推公式,导出一组面球谐函数的递推公式．据此改进引潮位计算程序,使引潮位展开在ＰＣ－５８６计算机上只需要不到１０ｍｉｎ时间即可完成．完全规格化的面球谐函数可以起到规格化的作用,没有必要再继续采用杜德森（Ｄｏｏｄｓｏｎ）规格化．即使采用,也没有必要使用严格的小数值,取其相近的整数值即可．以完全规格化的缔合球谐函数代替Ｄｏｏｄｓｏｎ规格化,并借助面球谐函数的递推公式,使引潮位的表达式更加简洁、规范．文中对高精度潮汐计算中的一些重要问题进行了讨论,指出以往在Ｄｏｏｄｓｏｎ常数归算上存在的误区,还就天体与测站坐标系统的一致性问题进行了讨论．  相似文献   

Groundwater circulation in the allochthonous limestone units between Lake Girdev and Kazanpınarı Spring, Antalya, southwestern Turkey     

Mehmet Çelik  Nail Ünsal 《Hydrogeology Journal》1999,7(5):483-489

 The aim of the study is to investigate the interaction between waters of Lake Girdev and groundwater in the allochthonous limestone units exposed in the area between Lake Girdev and Kazanpınarı Spring, southwestern Turkey. The features analyzed include the flow direction and apparent groundwater velocity, their relationship with Lake Girdev, and the effect of lithological and structural features on the groundwater circulation. The results of a fluorescein tracer test indicate that groundwater flows east-northeast and the apparent flow velocity ranges from 26.2 to 35.6 m h^–1 between the injection site and various observation points. Tritium data suggest that the water of Lake Girdev and groundwater are probably similar in age, and oxygen-18 isotope data indicate that water derived from Lake Girdev is the main source of recharge to the aquifer. The aquifer is fed not only by Lake Girdev but also by rainfall percolating through allochthonous limestones; together, these provide the discharge of springs in Elmalı Polje. The permeability of the allochthonous limestone aquifer has been enhanced as a result of jointing and faulting. Received, June 1997 / Revised, June 1998, March 1999 / Accepted, July 1999  相似文献   

Relation of streams, lakes, and wetlands to groundwater flow systems   总被引：24，自引：10，他引：14  

Thomas C. Winter 《Hydrogeology Journal》1999,7(1):28-45

 Surface-water bodies are integral parts of groundwater flow systems. Groundwater interacts with surface water in nearly all landscapes, ranging from small streams, lakes, and wetlands in headwater areas to major river valleys and seacoasts. Although it generally is assumed that topographically high areas are groundwater recharge areas and topographically low areas are groundwater discharge areas, this is true primarily for regional flow systems. The superposition of local flow systems associated with surface-water bodies on this regional framework results in complex interactions between groundwater and surface water in all landscapes, regardless of regional topographic position. Hydrologic processes associated with the surface-water bodies themselves, such as seasonally high surface-water levels and evaporation and transpiration of groundwater from around the perimeter of surface-water bodies, are a major cause of the complex and seasonally dynamic groundwater flow fields associated with surface water. These processes have been documented at research sites in glacial, dune, coastal, mantled karst, and riverine terrains. Received, April 1998 · Revised, July 1998, August 1998 · Accepted, September 1998  相似文献   

Formulation of a unified constitutive model for clays and sands     

Juan M. Pestana  Andrew J. Whittle 《国际地质力学数值与分析法杂志》1999,23(12):1215-1243

This paper presents a new generalized effective stress model, referred to as MIT-S1, which is capable of predicting the rate independent, effective stress–strain–strength behaviour of uncemented soils over a wide range of confining pressures and densities. Freshly deposited sand specimens compressed from different initial formation densities approach a unique condition at high stress levels, referred to as the limiting compression curve (LCC), which is linear in a double logarithmic void ratio, e, mean effective stress space, p′. The model describes irrecoverable, plastic strains which develop throughout first loading using a simple four-parameter elasto-plastic model. The shear stiffness and strength properties of sands in the LCC regime can be normalized by the effective confining pressure and hence can be unified qualitatively, with the well-known behaviour of clays that are normally consolidated from a slurry condition along the virgin consolidation line (VCL). At lower confining pressures, the model characterizes the effects of formation density and fabric on the shear behaviour of sands through a number of key features: (a) void ratio is treated as a separate state variable in the incrementally linearized elasto-plastic formulation: (b) kinematic hardening describing the evolution of anisotropic stress–strain properties: (c) an aperture hardening function controls dilation as a function of ‘formation density’; and (d) the use of a single lemniscate-shaped yield surface with non-associated flow. These features enable the model to describe characteristic transitions from dilative to contractive shear response of sands as the confining pressure increases. This paper summarizes the procedures used to select input parameters for clays and sands, while a companion paper compares model predictions with measured data to illustrate the model capability for describing the shear behaviour of clays and sands. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

Experimental analysis on the risk of vortex ventilation and the free surface ventilation of marine propellers     

《Applied Ocean Research》2017

The paper presents a discussion of the ventilation inception and air drawing prediction of ships propellers, aiming to predict under what conditions ventilation will happen, and the actual physical mechanism of the ventilation.Three different types of ventilation inception mechanisms are included in our discussion: free surface vortex ventilation, ventilation by sucking down the free surface without forming a vortex as well as ventilation by propeller coming out of the water. Ventilation prediction is based on a series of model tests, where the propeller is tested in different levels of intermittent ventilation. The use of underwater video gives a visual understanding of the ventilation phenomena.Ventilation by vortex formation has analogies with other phenomena, such as the inlet vortex in pump sumps, ground vortex at the inlet of the aircraft engines and the Propeller Hull Vortex Cavitation (PHVC). The paper includes comparison between Propeller Hull Vortex Cavitation (PHVC) and Propeller Free Surface Vortex Ventilation (PFSVV) as well as comparison between PFSVV and vortex formations of aero engines during high power operation near a solid surface.Experimental data based on several different model tests shows the boundary between the vortex forming, non-vortex forming and free surface ventilation flow regimes. For comparison the following parameters, which determined the intensity of the hydrodynamic interaction between the propeller and free surface have been used: propeller load coefficient c_T, tip clearance ratio c/D, propeller submergence ratio h/R, ambient velocity V_i and flow cavitation/ventilation number σ_cav/σ_vent.  相似文献   

基于旁压试验土体弹塑性本构模型初探     

苏辉  杨石飞  顾国荣 《岩土力学》2015,36(Z1):131-136

在大量旁压试验数据分析的基础上,通过曲线拟合,建立了旁压试验弹塑性阶段曲线的椭圆方程,利用土体SMP屈服准则和Rowe流动法则,推导出土体塑性阶段应力增量与应变增量间关系矩阵。在弹性阶段,假设土体应力-应变服从广义虎克定律,建立了基于旁压试验的土体弹塑性本构模型。编制了相应的计算程序,将文中模型计算结果与实际旁压试验曲线进行对比,初步验证了模型的正确性。将本构模型编译为ABAQUS自定义材料子程序UMAT,通过有限元对比分析,文中模型计算变形较弹性模型小,较摩尔-库仑模型大,与模型建立的假设一致。基于旁压试验的土体弹塑性本构模型参数少,且易于获取,便于在实际工程中应用。  相似文献   

基于拓扑谓词的空间拓扑关系相似性度量模型与应用   总被引：1，自引：0，他引：1  

安晓亚  杨云  刘平芝 《地球信息科学学报》2013,15(2):159-165

空间拓扑关系相似性度量是空间数据相似性度量的重要组成部分,它是空间数据检索和空间场景相似查询的基础和关键。本文旨在建立一种能够同时度量简单和复杂拓扑关系间的相似性度量模型。首先,以9个拓扑谓词提出一种简单拓扑关系间相似性度量方法,即定义简单拓扑关系之间距离为两个9交集矩阵之间的距离,从而得到简单拓扑关系之间的相似度。然后,综合考虑实体集合间的数量相似度和维数相似度,建立实体集合间的简单拓扑关系相似性度量模型,并在上述实体集合间简单拓扑关系相似性度量的基础上,采用分解-组合的策略先将复杂拓扑关系分解为若干个局部拓扑关系,通过组合局部拓扑关系之间的相似度,直至建立复杂拓扑关系间的相似性度量模型。实验表明,制图综合中的选取对空间实体集合之间拓扑关系相似度的影响最大,其他因素影响较小,因此,其能以拓扑关系相似度来度量制图综合对拓扑关系的改变程度。  相似文献   

基于MGR模型的我国大陆地区各地震带1970年以来震级-频度关系和震级上限     

任雪梅  高孟潭  张纳莉 《中国地震》2012,28(3):320-327

本文利用两种常用的NGR和MGR模型,对我国大陆地区1970年以来各地震带的震级-频度关系和震级上限进行了修定.结果表明,MGR模型能很好地描述非线性的震级-频度关系,因此该模型更适合于我国大陆地区各地震带ML3.0以上地震的震级-频度关系,用MGR方法拟合确定震级上限时,样本量越高拟合的结果越准确.  相似文献