Calculation of Diversion Ratio of the North Channel in the Yangtze Estuary

The circumfluence around the Jiuduan Sandbank is thoroughly studied by means of the princi-ple of least resistance in fluid dynamics.The diversion ratio of the North Channel for 1998 is calculated,which is almost the same as the field survey data.The normal and minimum diversion ratios of the NorthChannel after stages Ⅰ,Ⅱ and Ⅲ regulation works as well as the future phase are obtained.The numeri-cal results and predicted value are accurate.     

SLC9—2型直读式海流计的工作原理简述及维护使用经验

直读式流速仪在江河湖海的水文实验中得到了广泛的应用。介绍 SLC9- 2型直读式海流计的基本结构、工作原理及使用和维护的经验 ,对于水文工作者将有所帮助。     

Experimental Study and Simulation Principles of An Oil-Gas Multiphase Transportation System

—Presented is an experimental study on the performance of an oil-gas multiphase transporta-tion system,especially on the multiphase flow patterns,multiphase pumping and multiphase metering ofthe system.A dynamic simulation analysis is conducted to deduce simulation parameters of the systemand similarity criteria under simplified conditions are obtained.The reliability and feasibility of two-phaseflow experiment with oil and natural gas simulated by water and air are discussed by using the similaritycriteria.     

华北平原水资源供需状况诊断

该文首先制定出一套水资源供需状况新的评价原则,即供需用综合评价,协调发展,环境与效益统一,量化及可对比以及层次分析等基本评价原则,然后采用综合评价模型对水资源供需状况进行诊断,并给出华北平原缺水的性质与类型。     

临江堤防破坏时二线堤防对灾情影响分析

随着治江与海堤建设历史的发展,钱塘江两岸形成许多二线海堤,研究二线堤在临江海堤失效后的作用及其是否保留的必要性对于沿江地区的开发建设是很有意义的。以钱塘江下沙三号大堤为实例,通过比较选择合理的水力计算方法,分析讨论在二线海堤存在与否的不同条件下保护区的受灾水情及二线堤的失效概率等问题。     

Transverse seismic kinematics of single piles by a modified Vlasov model

Within the framework of soil–pile interaction, a novel displacement scheme for the transverse kinematic response of single piles to vertically propagating S waves is proposed on the basis of the modified Vlasov foundation model. The displacement model contains a displacement function along the pile axis and an attenuation function along the radial direction. The governing equations and boundary conditions of the two undetermined functions are obtained in a coupled form by using Hamilton's principle. An iterative algorithm is adopted to decouple and solve the two unknown functions. In light of the governing equation of the pile kinematics, a mechanical model is proposed to evaluate the present method on a physical basis considering material damping. The coefficient of the equivalent Winkler spring is derived explicitly as function of the displacement decay parameter γ and soil Poisson's ratio. A parametric study is performed to investigate the effects of the soil–pile system properties on the kinematic response of single piles. The results show that the dimensionless pile length controls the transverse kinematics of piles. In terms of the theory of beams on elastic foundation, the classification limits of the dimensionless pile length may be π ∕ 4 and π, respectively. Copyright © 2014 John Wiley & Sons, Ltd.     

输入非线性方程误差自回归系统的多新息辨识方法

典型块结构非线性系统包括基本的输入非线性系统、输出非线性系统、输入输出非线性系统、反馈非线性系统等.输入非线性系统包括输入非线性方程误差类系统和输入非线性输出误差类系统.以输入非线性方程误差自回归系统,即输入非线性受控自回归自回归(IN-CARAR)系统为例,分别基于过参数化模型,基于关键项分离原理,基于数据滤波技术以及基于辨识模型分解技术,研究和提出了IN-CARAR系统的随机梯度辨识方法、多新息随机梯度辨识方法、递推最小二乘辨识方法、多新息最小二乘辨识方法.这些方法可以推广到其他输入非线性方程误差系统、输入非线性输出误差类系统、输出非线性方程误差类系统、输出非线性输出类系统、反馈非线性系统等.同时,给出了几个典型辨识算法的计算步骤、流程图和计算量.     

黄河三角洲土壤盐渍化原因分析与生态风险评价

以黄河三角洲为研究区域,选择土壤全盐为标志,以海拔高程、地下水位、地下水矿化度、、灌溉排水状况、土壤有机质和人口密度6个土壤盐渍化主要控制性因子,采用聚类分析方法进行了土壤盐渍化原因分析;基于ArcGIS 9.3和Matlab,选择上述7个要素为评价因子,以归一化植被指数(NDVI)为生态终点,利用灰色关联度方法建立了区域土壤盐渍化的生态风险评价模型,并进行了生态风险评价。结果表明:黄河三角洲土壤盐渍化主要受自然和人为因素驱动,其中地下水位和海拔高程等自然因素是造成研究区土壤盐渍化的自然因素,土壤有机质和人口密度等是人为因素;土壤盐渍化极大和重度风险区域集中分布于黄河三角洲东南沿海区域、西北沿海、东北部的部分地区,该区域受海洋影响强烈,土壤盐渍化面积最大,占到总面积的58%以上;无风险、轻度风险和中度风险区域主要与黄河径流的距离有关,且随着距离增大而风险增加。     

应用地理信息数据构建立体显示

本文结合人眼立体视觉原理与摄影测量理论及计算机图形学的三维可视化理论分析了立体显示与量测的实现原理,并结合C++语言、OpenGL、DirectX图形库进行了验证,并取得了一些效果,为地理信息数据拓展服务提供了一些尝试。     

基于最小二乘拟合模型和PCA变换的影像融合

针对传统的PCA变换融合法,利用高空间分辨率影像与多光谱影像的线性相关特性,提出了一种基于最小二乘模型和PCA变换的影像融合方法,采用偏差指数、相关系数和信息熵三个指标,对融合结果进行了定量评价。试验结果表明,在提高了多光谱影像空间分辨率的同时,更好地保留了多光谱影像的光谱信息。