胶州湾女姑山水域夏季赤潮高发期浮游植物群落结构特征

根据 1998年 5～ 8月夏季赤潮高发期间 ,胶州湾女姑山水域浮游植物群落结构的种群组成特征和演替变化对赤潮的发生和种群变动特点进行初步研究。结果表明 ,夏季女姑山水域的浮游植物主要由硅、甲藻组成 ,硅藻在细胞和物种丰度上都占优势。浮游植物优势种在调查期间出现明显的演替现象 ,水温的升高和营养条件的变化是引起物种演替的主要原因。浮游植物细胞丰度在夏季呈明显的增长趋势 ,从 5月份 6.3× 10 5个cell/m3 增至 8月份的 6.7× 10 6个cell/m3 ;其中 ,由于赤潮的爆发 ,细胞丰度的最高峰出现在 7月份 ,为 1.5× 10 7个 /m3 。在赤潮爆发期间 ,赤潮原因种高齿状藻和中肋骨条藻发生了明显的演替现象 ,不同细胞大小的优势种和营养条件的变化是发生物种演替的主要原因。叶绿素a的浓度和细胞丰度的变化共同反映了赤潮发生的全部过程。     

某机场高填方边坡变形机理及支护设计研究

西南地区山区机场因复杂的地质、地形及净空条件,导致出现大量的挖填量巨大、填料极为复杂、施工条件恶劣等工程难度巨大的高填方机场,对这类典型案例进行分析总结对类似工程具有很大的借鉴意义。本文以西南某高填方机场为例,系统地分析了边坡出现裂缝的原因,经过理论分析提出了坡脚反压、铺设土工材料、边坡下部设置抗滑桩、改造排水系统及增设仰斜排水孔的治理措施,治理后超过1.5a的监测资料表明上述措施大幅地减小了边坡变形速率,工程措施可靠有效。本文对机场高填方边坡变形原因的探讨、理论计算方法及治理措施对类似工程具有较大的借鉴意义。     

顺向次生成层结构边坡稳定性影响因素分析

边坡稳定性影响因素分析是认识边坡变形破坏机制、评价稳定性和预测变形发展趋势的重要前提。针对边坡工程中的出现的次生成层结构边坡,首先简要分析其次生成层结构岩体的主要成因机制;然后根据顺向次生成层结构边坡的特点和工程经验,选取影响这类边坡稳定性的重要因素,通过参数取值正交试验,并采用UDEC软件对其进行数值模拟,获得各影响因素对边坡变形破坏影响程度的量化结果。研究结果表明：这类成层结构是接近地表的岩体在外生作用下由于差异卸荷回弹作用、应力分异和动荷载作用发生应力释放而形成的次生结构;各因素对顺向次生成层结构边坡稳定性影响的主次顺序各不相同;而在单一影响因素变化下其边坡稳定性系数、次生成层最大张开程度、坡顶最大位移又表现出不一样的特点。该研究结果对顺向次生成层结构边坡的开挖设计和支护措施选择具有重要理论和实践意义。     

Validation of methods to estimate design discharge flow rates for dam spillways with large regulating capacity

Abstract

The estimation and review of discharge flow rates in hydraulic works is a fundamental problem in water management. In the case of dams with large regulating capacity, in order to estimate return periods of discharge flow rates from the spillways, it becomes necessary to consider both peak flow and volume of the incoming floods. In this paper, the results of the validation for several methods of assessing design floods for spillways of dams with a large flood control capacity are presented; the validation is performed by comparing the maximum outflows (or the maximum levels reached in the reservoir) obtained from the routing of the design floods with those obtained from the routing of the historical annual maximum floods. The basin of Malpaso Dam, Mexico, is used as the case study.

Editor D. Koutsoyiannis

Citation Domínguez, M.R. and Arganis, J.M.L., 2012. Validation of methods to estimate design discharge flow rates for dam spillways with large regulating capacity. Hydrological Sciences Journal, 57 (3), 460–478.     

高阶引力理论及其在星系旋转 曲线中应用的可能性

介绍了建立高阶引力理论（该理论用以修正爱因斯坦广义相对论）的物理背景,并讨论了暗物质问题。对几种主要高阶引力理论及其解作了评述,并尝试在不必假定暗物质存在的情况下,用高阶引力理论解决有关星系旋转曲线的困难。但令人遗憾的是,至今还没有一个理论取得完全的成功。指出了解决这一问题面临的困难,并建议寻找新的高阶引力理论。     

A comparative study of closed-form hydraulic conductivity prediction models

The Mualem and the Burdine hydraulic conductivity prediction models are considered in combination with the van Genuchten analytical retention curve, as well as the Brooks and Corey prediction model. An equivalence is presented between the retention curves of these models. A comparative study follows between hydraulic conductivities that are based on equivalent retention curves. A unified presentation of prediction models provides a framework for the whole analysis. The treatment of the equivalence problem consists in a minimization procedure characterized by uncoupling of the parameters and analytical evaluation of the objective function. Exact analytical equivalence relations are given for significant parts of the parameter ranges, and, for the remaining parts, analytical approximations are proposed. The comparisons between hydraulic conductivities are carried out via an inequality analysis. It is shown that the hydraulic conductivity of the Burdine model is less than that of the other models for extended ranges of equivalent parameters.     

Acceleration response modification factors for nonstructural components attached to inelastic moment‐resisting frame structures

A statistical analysis of the peak acceleration demands for nonstructural components (NSCs) supported on a variety of stiff and flexible inelastic regular moment‐resisting frame structures with periods from 0.3 to 3.0 s exposed to 40 far‐field ground motions is presented. Peak component acceleration (PCA) demands were quantified based on the floor response spectrum (FRS) method without considering dynamic interaction effects. This study evaluated the main factors that influence the amplification or decrease of FRS values caused by inelasticity in the primary structure in three distinct spectral regions namely long‐period, fundamental‐period, and short‐period region. The amplification or decrease of peak elastic acceleration demands depends on the location of the NSC in the supporting structure, periods of the component and building, damping ratio of the component, and level of inelasticity of the supporting structure. While FRS values at the initial modal periods of the supporting structure are reduced due to inelastic action in the primary structure, the region between the modal periods experiences an increase in PCA demands. A parameter denoted as acceleration response modification factor (R_acc) was proposed to quantify this reduction/increase in PCA demands. Copyright © 2007 John Wiley & Sons, Ltd.     

地震科研项目管理系统设计

通过结合Internet/Intranet技术和B/S模式,开发一套地震科研项目管理系统,可实现对科研项目申报、评审、进度跟踪、验收、查询和成果共享的全程信息化管理,有利于提高科技人员、评审专家和项目管理部门执行科研项目申报、评审和管理的工作效率。     

和田台阵子台相关性分析与布局设计

介绍了新疆和田地震台阵勘址数据处理过程中,候选台址子台噪声和信号相关性分析的结果,并在相关性分析结果的基础上,给出和田台阵子台的最终布局设计方案。