RESPONSE OF EARTH DAMS TO P AND SV WAVES USING COUPLED FE-BE FORMULATION     

H. ABOUSEEDA  P. DAKOULAS 《地震工程与结构动力学》1996,25(11):1177-1194

A study of the effects of dam–foundation interaction on the response of earth dams to obliquely incident P and SV waves is presented. Emphasis is placed on the effects of the foundation flexibility and the spatial variability of the ground motion. The study is based on a rigorous hybrid numerical formulation that combines the efficiency and versatility of the Finite Element Method (FEM) and the ability of Boundary Element Method (BEM) to account for the radiation conditions at the far field. The developed hybrid method is very powerful and can be used efficiently to obtain accurate solutions of problems of complex geometry, material heterogeneity and, for time-domain analyses, material nonlinearity. The 2-D frequency-domain formulation is used here to investigate the response of infinitely long earth dams to obliquely incident P and SV waves. By accounting rigorously for the energy radiated back into the half-space, the study demonstrates the dramatic effect of the flexibility of the foundation rock in reducing the overall response of the dam. The effects of the spatial variability of the ground motion for P and SV waves travelling across the width of the dam are also important, but somewhat less pronounced than those of the foundation flexibility.  相似文献   

快速筑堤技术——鲎式轻质堤坝的结构和筑堤方法     

陶松垒  傅晓航 《海洋学研究》2006,24(Z1):83-90

针对软基堤坝稳定性差,容易沉陷滑移,土石方堆不上,工期长,无法快速施工等问题,提出了鲎式轻质堤坝结构和筑堤方法,又称"松垒筑堤法".它减轻了易沉陷部位的质量,均衡堤坝荷重,增强整体稳定性,提高强度,使堤坝与地基溶为一体,消除了堤坝的不均匀沉降;是一种在软弱地基上应用仿生结构的筑堤方法.  相似文献   

Comparison between two types of multifractal modeling   总被引：1，自引：0，他引：1  

Qiuming Cheng  F. P. Agterberg 《Mathematical Geology》1996,28(8):1001-1015

The interrelationships between two previously developed multifractal models are discussed. These are the Evertsz-Mandelbrot model developed on the basis of the multifractal spectrum f(), and the Schertzer-Lovejoy model based on the codimension function C() where and represent Hölder exponent and field order, respectively. It is shown how these two models are interrelated: they are identical for values of within the range D–(0)D–_min. where D is the Euclidean dimension. For D–_maxD–(0), however, f() remains a continuous function of whereas C() assumes constant value. In this respect, the fractal spectrum f() can provide more information about the multifractal measure than the codimension function C(). The properties of the two models are illustrated by application to the binomial multiplicative cascade model.  相似文献   

Using equilibrium temperature to assess thermal disturbances in rivers          下载免费PDF全文

C. Buendia  S. Sabater  A. Palau  R. J. Batalla  R. Marcé 《水文研究》2015,29(19):4350-4360

Flow regulation is widely known to modify the thermal regime of rivers. Here, we examine the sensitivity of an empirical approach, the Equilibrium Temperature Concept (ETC), to detect both the effects of hydraulic infrastructures on the annual thermal cycle and the recovery of the thermal equilibrium with the atmosphere. Analysis was undertaken in a Pyrenean river (the Noguera Pallaresa, Ebro basin) affected by a series of reservoirs and hydropower plants. Equilibrium temperature (T_e) is defined as the water temperature (T_w) at which the sum of all heat fluxes is zero. Based on the assumption of a linear relationship between T_e and T_w, we identified changes in the T_e–T_w regression slope, used as an indicator of a thermal alteration in river flow. We also assessed the magnitude of the alteration by examining the regression slope and its statistical significance. Variations in the regression parameters were used as indicators of the influence of factors other than atmospheric conditions on water temperature. Observed T_w showed a linear relationship with T_e at all river stations. However, the slopes of the T_e–T_w relationship appeared to be lower in the reaches downstream from hydraulic infrastructures, particularly below large dams. A seasonal analysis indicated that T_e–T_w relationships had higher slopes and lower p‐values during autumn, while no significant differences were found at other seasons. Although thermal characteristics did not strongly depend on atmospheric conditions downstream of hydraulic infrastructures, the river recovered to pre‐alteration conditions with distance downstream, indicating the natural tendency of water to attain thermal equilibrium with the atmosphere. Accepting associated uncertainties, mostly because of the quality of the data and the lack of consideration of other factors influencing the thermal regime (e.g. discharge), ETC appears to be a simple and effective method to identify thermal alterations in regulated rivers. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

1978年改革开放以来中国交通地理格局演变与规律   总被引：2，自引：0，他引：2  

金凤君  陈卓 《地理学报》2019,74(10):1941-1961

1978年改革开放以来,中国交通地理格局发生了历史性变化,理解其演变特征与规律对未来的交通建设与国土开发具有重要的启示意义。在系统梳理中国交通建设与发展历程的基础上,利用大数据和GIS等分析方法,探讨了国家交通地理格局的演变特征与空间效应,并从演进阶段、空间结构与秩序等视角系统归纳了中国交通地理格局演化的基本规律。研究发现,当前中国的交通建设已开始进入以质量提升为目标的新阶段,建设模式由早期资本驱动的“规模扩张型”过渡为创新驱动的“质量提升型”,发展方向从优先发展向综合协调发展转变;交通网络的快速建设和扩展改变了时间与空间的关系,其所营造的空间收敛与空间优势格局,与经济社会空间布局形成了耦合效应,持续推动经济社会空间结构演进,传统以发展轴线为中心的国土开发结构将逐渐转变为以大都市和城市群为中心的网络化国土开发结构;交通地理格局的演化具有显著的阶段性规律,中国当前处于系统结构完善阶段向级联秩序分异阶段过渡的时期,经济社会空间形态从轴线结构向轴—辐结构转变,初步形成了级序有致的网络体系;随着交通网络的不断成熟,宏观尺度上的各类功效空间结构与级联秩序将逐步趋向成熟与稳定,最终达到相对平衡的状态。  相似文献   

Cryologic continuum of a steep watershed          下载免费PDF全文

Benoit Turcotte  Brian Morse  François Anctil 《水文研究》2014,28(3):809-822

Ice processes taking place in steep channels are sensitive to the thermal and hydrological regimes of upstream reaches and tributaries as well as to the local channel morphology. This work presents freezeup, mid‐winter, and breakup data from four channels of increasing order located in a cold temperate watershed during the winter 2010–2011. From headwater channels to the main drainage system, water temperature, ice coverage, and ice processes are reported and related to weather conditions and to channel characteristics. Headwater channels only formed ephemeral ice features, and their water temperature reached as much as 4 °C in mid‐winter. On the other hand, larger channels formed impressively large ice dams, some of them reaching 2 m in height. The development of a suspended ice cover partially insulated the channels; as a result, water temperatures remained above 0 °C even for air temperatures well below freezing. This work presents steep channels ice processes that have not been described in previous publications. The concept of a watershed cryologic continuum (WCC) is developed from the data collected at each channel order. This concept emphasizes the feedback loops that exist between morphology, hydrology, heat, and ice processes in a given watershed and can lead to a better understanding of ice processes taking place at any channel location within that watershed. The WCC can also contribute in improving our understanding of the impacts of climate change on the cryologic and thermal regimes of steep channels. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

梯级施工导流系统整体风险分析          下载免费PDF全文

张超  胡志根  刘全 《水科学进展》2012,23(3):396-402

进行流域梯级水电站开发,对相邻两座同期建设的水电工程组成的梯级施工导流系统进行整体风险分析意义重大。基于风险分析理论,考虑梯级施工导流系统水文和水力的不确定性,建立了系统整体风险数学模型。在此基础上构建了不同洪水组合情况下的风险计算模型,并利用Monte-Carlo方法耦合主要风险因素进行模型求解。同时,针对洪水过程遭遇情况下的风险模型,通过引入起始时间差随机因素来计算下游导流系统施工洪水过程。工程实例分析证明,风险分析模型和方法是可靠、有效的,为流域梯级开发条件下施工导流标准选取及导流方案优选提供重要依据。  相似文献   

高堆石坝中期度汛挡水风险率估计          下载免费PDF全文

张超  胡志根 《水科学进展》2014,25(6):873-879

在考虑高堆石坝坝体中期临时挡水度汛不允许坝面过水条件下,综合考虑坝前洪水位与防洪度汛高程的随机性,构建高堆石坝工程中期度汛挡水风险数学模型.针对堆石坝施工系统的特点,考虑各月停工天数与日平均上升速度的随机性,建立了防洪度汛高程仿真计算模型.基于Monte-Carlo方法原理,耦合水文、水力和施工随机因素对风险模型进行求解,并研究了日均控制最低上升速度这一施工可控指标对风险率的影响.通过大渡河流域某大型工程实例分析表明,风险模型与计算方法可行、有效.  相似文献   

崩滑堰塞坝(湖)的地貌环境效应     

余国安  王兆印  黄河清  刘怀湘 《地球科学进展》2010,25(9):934-940

崩滑堰塞坝(湖)具有显著的地貌环境效应,这种效应在时间尺度上分为短期和长期2种,主要表现在河流水文过程、地貌演变、环境生态、景观等方面.堰塞坝形成初期河流原有生境受到干扰,河流生态和景观出现退化.堰塞体溃决强烈改变下游水文过程及河流地貌,严重冲击河流生境和生态,并可能对下游基础设施和群众生命财产造成灾难性破坏.长期稳定维持的堰塞坝深刻影响河流地貌过程,并显著改善河流生境、生态,提升景观水平.堰塞坝(湖)是河床持续下切、岸坡失稳而自然反馈形成的裂点,能增加河流阻力,控制河床下切,如能长期维持是河流健康稳定的促进因素.  相似文献   

Changes of flow regimes and precipitation in Huai River Basin in the last half century     

Yongyong Zhang  Quanxi Shao  Jun Xia  Stuart E. Bunn  Qiting Zuo 《水文研究》2011,25(2):246-257

Huai River Basin, as the sixth largest river basin in China, has a high‐regulated river system and has been facing severe water problems. In this article, the changing patterns of runoff and precipitation at 10 hydrological stations from 1956 to 2000 on the highly regulated river (Shaying River) and less‐regulated river (Huai River) in the basin are evaluated at the monthly, seasonal and annual scales using the Mann–Kendall test and simple linear regression model. The results showed that: (1) No statistically significant trends of precipitation in the upper and middle Huai River Basins were detected at the annual scale, but the trend of annual runoff at Baiguishan, Zhoukou and Fuyang stations in Shaying River decreased significantly, whereas the others were not. Moreover, the decreasing trends of runoff for most months were significant in Shaying River, although the trend of monthly precipitation decreased significantly only in April in the whole research area and the number of months in the dry season having significantly decreasing trends in runoff was more than that in the wet season. (2) The rainfall–runoff relationship was significant in both highly regulated river and less‐regulated river. In regulated river, the reservoirs have larger regulation capacity than the floodgates and thus have the smaller correlation coefficient and t‐value. In Huai River, the correlation coefficients decreased from upper stream to downstream. (3) The regulation of dams and floodgates for flood control and water supply was the principal reason for the decreasing runoff in Huai River Basin, although the decreasing precipitation in April in this basin was statistically significant. The findings are useful for recognizing hydrology variation and will provide scientific foundation to integrated water resources management in Huai River Basin. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献