实验水槽常规流速模拟的缩尺方法

提出了一种实验室水槽中流速模拟的方法,该方法可根据需要提供合适的模型缩尺比,用来完成相关海洋工程的模型水动力性能实验,可以近似地模拟出实际设备在水中的工作状态,为在实验水槽中模拟水流动力参数提供有效的参考,方便水槽中的科学实验的开展。     

银川平原植被生长与地下水关系研究

干旱区植被生长与地下水的关系是生态水文地质学研究的热点之一。西北内陆干旱地区降水稀少,植被的生长发育与地下水的关系极为密切,从大尺度上研究地下水变化的生态效应问题对生态环境的保护和恢复具有重要的意义。借助遥感方法,结合地下水观测数据,在区域尺度上定量地研究了中国银川平原地区地下水埋深及矿化度与植被生长的关系。结果表明:适宜植被生长的地下水埋深范围约为1~6m,当地下水位埋深为3.5m左右时,植被长势最好。而在水位埋深为3.5m左右的地区,植被生长的相对好坏又受地下水矿化度的影响。当地下水矿化度为0.9g/L时对该地区植被的生长最为有利。     

渭河河漫滩宏观弥散度计算

宏观弥散度的确定对地下水溶质运移至关重要。利用竖管法野外现场测定900个点的垂向饱和渗透系数Kv值,然后进行统计分布检验,运用地质统计学中负指数模型在有块金效应影响的条件下拟合出ln Kv的空间相关尺度λ值,进而利用λ与宏观弥散度关系式求解渭河漫滩非饱和带的宏观弥散度。结果表明,研究区整体Kv平均值为0.012cm/s,方差为1.33,表明Kv空间差异性较大;垂向渗透系数基本服从对数正态分布规律,满足宏观弥散度计算条件;估算整体纵向宏观弥散度为21.27m,各排计算结果约2.11~4.65m。     

Original technologies for proven performances for the new LCPC earthquake simulator

The European Quaker project has been a powerful opportunity to accelerate the development of the ability to carry out earthquake simulations at reduced scale in the centrifuge in LCPC—France. This paper summarizes the main original technologies of this simulator. The quality of the checked performances is demonstrated in terms of ability to perform since earthquakes as well as to simulate scaled records of real earthquakes. The consistancy of the results is presented in the time and in the frequency domains.     

磁尾爆发性整体流与亚暴的关系

利用星簇Cluster的三颗卫星(C1, C3和C4)在2001年和2002年的数据,研究磁尾爆发性整体流（BBF, Bursty Bulk Flow）事件及其与亚暴的关系. 三颗卫星可以同时观测到同一次BBF事件, 有时只有一颗或两颗观测到BBF,其原因有:（1）等离子体整体流的速度峰值满足BBF选取原则中的峰值要求, 但卫星的运行轨道不满足;（2）卫星处于所要求的区域内,等离子体整体流的速度峰值不满足;（3）中性片的复杂结构及其运动使得选取条件不能同时满足;（4）BBF空间分布高度局域化. 统计研究结果表明：单颗卫星观测存在局限性, C1、C3和C4卫星独立观测到BBF的持续总时间分别占它们联合观测到的5507%、7748%和5552%; 大部分亚暴爆发期间都能观测到BBF, 甚至在一次亚暴爆发期间观测到多次BBF; 少数亚暴爆发期间没有观测到BBF.     

Copula-based mixed models for bivariate rainfall data: an empirical study in regression perspective

A comprehensive parametric approach to study the probability distribution of rainfall data at scales of hydrologic interest (e.g. from few minutes up to daily) requires the use of mixed distributions with a discrete part accounting for the occurrence of rain and a continuous one for the rainfall amount. In particular, when a bivariate vector (X, Y) is considered (e.g. simultaneous observations from two rainfall stations or from two instruments such as radar and rain gauge), it is necessary to resort to a bivariate mixed model. A quite flexible mixed distribution can be defined by using a 2-copula and four marginals, obtaining a bivariate copula-based mixed model. Such a distribution is able to correctly describe the intermittent nature of rainfall and the dependence structure of the variables. Furthermore, without loss of generality and with gain of parsimony this model can be simplified by some transformations of the marginals. The main goals of this work are: (1) to empirically explore the behaviour of the parameters of marginal transformations as a function of time scale and inter-gauge distance, by analysing data from a network of rain gauges; (2) to compare the properties of the regression curves associated to the copula-based mixed model with those derived from the model simplified by transformations of the marginals. The results from the investigation of transformations’ parameters are in agreement with the expected theoretical dependence on inter-gauge distance, and show dependence on time scale. The analysis on the regression curves points out that: (1) a copula-based mixed model involves regression curves quite close to some non-parametric models; (2) the performance of the parametric regression decreases in the same cases in which non-parametric regression shows some instability; (3) the copula-based mixed model and its simplified version show similar behaviour in term of regression for mid-low values of rainfall. An erratum to this article can be found at     

大规模群桩基础水平承载力效应系数计算研究

桩基础在水平荷载或地震作用下的承载力计算一直是工程界的一个研究难点,近年来随着建筑、桥梁桩基础的规模大幅增加,基于小规模、小比例尺群桩基础水平承载力试验得出来的结论和计算方法可能会不适应新的计算要求,相关的认识和计算方法需要重新论证和更新。本文针对大规模群桩基础水平承载力效应系数的计算问题,首先对国内外研究进展进行调研,发现现有的规范计算方法可能会高估群桩基础的水平承载力。针对这些问题,对大规模群桩基础的水平承载力效应系数进行有限元数值计算分析,探讨水平承载力效应系数的规律,给出相应的计算方法,并与规范计算方法结果进行对比。本文的研究结果可为相应的工程设计问题提供依据,结果的适用性需要今后进一步的检验。     

对中国西部大开发战略中防震减灾工作的思考

阐述了防震减灾工作在中国西部大开发战略中的地位和作用 ,做好西部大开发战略中防震减灾工作的指导思想以及西部防震减灾工作的现状、问题和建议     

利用GRACE数据联合新型尺度因子校正法提高陆地水储量变化准确性

本文围绕GRACE数据在信号处理过程中存在泄露误差开展了探索性研究.第一,在传统尺度因子法的基础上,根据模型与CSR-SHc数据的均方根误差和相关性赋予权重,构建了新型尺度因子校正法.第二,以长江流域为例,评估该方法的校正效果,研究结果表明:新型尺度因子校正法校正结果综合GLDAS(Global Land Data A...