ON THE PHYSICS OF FLOW-DRIVEN SEDIMENTS (BED-LOAD)

l PROBLEMS AND AlMSSediments may be transported close to the bed, rolling and sliding, as we1l as susPended in the flow. Forvarious reasons the theoretical treatment of the bed-load problem has been exceptionally difficult. Noanalytical solution had been fOund uP to now, beginning with Du Buat (l786), Huebbe (l86l) and DuBoys (I 879). Since the aPProach of Du Boys numerous new attemPts have been catried out, mostly of anempirical nature. Consequently they are not generally valid an…     

磁层-电离层-热层耦合的模式计算和分析

对磁层-电离层电动耦合和电离层发电机两种效应进行了模式计算,并对所得的一些耦合现象作了综合讨论.结果表明,在中低纬和赤道区的电离层和地磁研究中必须考虑磁层-电离层耦合效应向中低纬区的穿透和屏蔽;潮汐发电机效应对极光区（电导率增高时）的作用也值得重视.这两效应的特征和相对重要性随磁暴的发展阶段而异,在高低纬区也各不相同,但都有明显的晨昏不对称性.此外,弱磁扰对中低纬电离层形态的影响也不容忽视.     

地震危险性分析的双态,随机发生模型

根据我国各地震区历史地震活动的时间分布特征,本文提出了一种适用性较强的双态随机发生模型。由于泊松模型在工程中已广泛应用,本文着重讨论了双态泊松模型,并发展了一种估计双态泊松模型参数的贝叶斯方法。     

激光显微发射光谱定量分析基本公式的探讨

目前激光显微发射光谱定量和半定量分析工作多采用常规原子发射光谱定量分析基本公式。本文论述了谱线强度与激光取样量之间的关系,建议在激光显微发射光谱定量和半定量分析工作中采用含有激光取样量参数的基本公式。     

发展草地农业推进我国西部可持续发展

在我国,人与草地的关系经历了4个发展阶段,最终应发展成为草地农业生态系统,这是人类与自然和谐共处的可持续发展模式,人工草地的作用不容忽视。根据草地资源、草业经济结构和生产水平状况,我国西部10省、自治区、直辖市可分为6个发展区域,各区域可因地制宜地发展各具特色的草地农业系统,同时区域之间可以实行广泛的系统耦合;建议设立6个草地农业示范项目和3个研究性生产基地。     

河南省旅游产业与文化产业耦合协调度研究

依据旅游与文化产业耦合协调机理,分别从产业规模、产出水平、接待规模、经济贡献4个方面构建评价指标体系,对河南旅游产业与文化产业发展水平进行综合评价,并根据耦合协调度模型对其耦合协调关系进行分析。结果显示:河南旅游产业与文化产业发展水平均呈上升态势,但文化产业波动相对较大,两大产业发展水平整体仍然较低,文化产业年均增长远低于旅游产业,旅游产业与文化产业耦合协调度整体偏低,且具有明显的波动性和阶段性。今后河南应重视两大产业互动互促,科学规划,创新体制机制,培育人才,科技兴产,广泛宣传,进而实现两大产业协调发展。     

武汉市公共交通网络中心性及其与银行网点的空间耦合性研究

本文以构建公共交通网络为切入点,运用改进的多中心性评价模型测度了武汉都市发展区公共交通网络中心性,并结合GIS核密度分析法与双变量空间自相关分析法,探讨了公共交通网络中心性和银行网点空间分布规律,以及两者之间的耦合性与空间结构。主要研究结论为：①武汉都市发展区公共交通网络中心性具有城市多中心指向性特征,且由中心向外围圈层递减;②银行网点布局呈现“核心—中心—过渡区—外围”多层次结构,且具有空间不均衡性;③公共交通网络各中心性指标与银行网点具有不同程度的空间正相关。银行网点受接近中心性的影响最大,直达性次之,介数中心性最小;④局域上,公共交通网络中心性指标与银行网点的耦合关系存在空间不平稳性与空间异质性。高—高聚集与低—低聚集是主要的空间关联模式;高—高聚集主要位于银行网点布局的核心圈层,低—低聚集点缀于外围圈层,高—低聚集与低—高聚集介于核心圈层与外围圈层之间。     

Two-dimensional numerical approach for the vibration isolation analysis of thin walled wave barriers in poroelastic soils

This paper is concerned with the vibration isolation efficiency analysis of total or partially buried thin walled wave barriers in poroelastic soils. A two-dimensional time harmonic model that treats soils and structures in a direct way by combining appropriately the conventional Boundary Element Method (BEM), the Dual BEM (DBEM) and the Finite Element Method (FEM) is developed to this aim. The wave barriers are impinged by Rayleigh waves obtained from Biot’s poroelasticity equations assuming a permeable free-surface. The suitability of the proposed model is justified by comparison with available previous results. The vibration isolation efficiency of three kinds of wave barriers (open trench, simple wall, open trench-wall) in poroelastic soils is studied by varying their geometry, the soil properties and the frequency. It is found that the efficiency of these wave barriers behaves similarly to these in elastic soils, except for high porosities and small dissipation coefficients. The efficiency of open trench-wall barriers can be evaluated neglecting their walls if they are typical sheet piles. This does not happen with walls of bigger cross-sections, leading in general to efficiency losses. Likewise, increasing the burial depth to trench depth ratio has a negative impact on the efficiency.