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1.
龙潭拱坝坝高90m,砼上坝运输是砼施工过程中的中间环节,控制进度的关键,必须因时因地制宜地选择适当的运输机械和运输方案,使砼运输能做到保质、保量、及时和经济,通过论证比较,结合本工程现实情况,砼上坝运输不采用缆机而采用门机方案. 相似文献
2.
LEI Peng CHANG XiaoLin XIAO Feng ZHANG GuiJin & SU HuaiZhi School of Hydraulic Engineering Changsha University of Science Technology Changsha China College of Water Resources Hydroelectric Engineering Wuhan University.Wuhan Mid-south Design Research Institute China Hydropower Engineering Consulting Group Co Changsha College of Water Conservancy Hydropower Engineering Hohai University Nanjing 《中国科学:信息科学(英文版)》2011,(6)
Owing to the deficiency in early warning for high concrete dam,a formula was established to characterize the deformation behavior of high concrete dam as a whole.The early warning index of spatial deformation was calculated by low probability principle on the basis of the deformation entropy formula proposed.The steps were as follows.Firstly,the probability method was utilized to define the degree of order and degree of chaos for each survey point.Secondly,the weight distribution among the survey points was... 相似文献
3.
徐学孔 《水科学与工程技术》2013,(1):75-77
对土石坝出现流土、管涌及冲刷破坏进行了探索分析.对当今水利技术条件下的土石坝应对技术做出了探讨性分析。 相似文献
4.
应用考虑条块间水平作用力的条分法,在非线性破坏准则的基础上,结合堆石面板坝的破坏模式,构造了完整的面板堆石坝下游坝坡稳定可靠度分析模型,并结合实例进行了计算.所得结果合理,表明该模型比较符合实际. 相似文献
5.
Flood control management system for reservoirs 总被引:1,自引:0,他引:1
Flood disaster is one of the most damaging natural disasters in China, with annual average losses more than 200 billion yuan in recent years. After 1995 floods in the Liaohe River and 1998 floods in the Yangtze River, the governments from national to local have realized that the flood control operation of reservoirs can play a major role in alleviating flood losses but there are some problems in flood control management for reservoirs. Most of the existing flood control management systems for reservoir were established for special purposes and are lack of data share and communication with governments, it is very difficult for decision-making departments to get real-time information in short time. Thus, a national programming about flood control management system for reservoirs is presented. The paper is a summary of the outcome of national programming about the flood control management system for reservoirs in China. The background, objectives, main challenges and main contents of the programming are introduced. The main focus is on the issues of the software integration flood control management system for reservoirs. Emphasis is concentrated on the flowchart design of the system and its core components. The current system can be applied to a river control center or a single reservoir because of using the national standard databases and easily integrated into the national flood control system in the future. An application system is briefly introduced in order to understand the system. 相似文献
6.
The material strength reserve method is practical in the study of the stability and failure mechanism of earth dam by analysing the development of failure zone of different shear strength parameters of the earth mass of the dam. The stability in the concrete dam and ensemble architecture has got general application while analysing. In combination with Feilaixia Multipurpose Project, application of this method to earth dam stability analysis was studied by plane Finite Element Method(FEM) for the first time. Through plane FEM, we can get the failure mechanism of earth dam and appraise to the security, for operating and managing put forward some reference suggestions. 相似文献
7.
以深圳水库排洪河水环境综合整治工程为例,探讨在城市河道综合整治设计中如何体现人与大自然和谐相处的理念,尊重大自然,满足河道防洪安全,恢复河流活跃、多样的生态系统,美化周边环境,创造多样性功能的河流空间。 相似文献
8.
李孟来 《水利与建筑工程学报》2008,6(1):49-51
通过对泾河东庄水库灰岩坝址工程地质钻探成果特别是钻孔压水试验及水文地质成果包括区域水质、水位、水温等不连通性的分析研究,并结合流量测定三维渗漏数值模拟分析,对坝区渗漏问题进行分析和论证,进一步证明在泾河下游东庄灰岩段建坝是可行的,不会发生严重渗漏,为项目的设计、审查、决策方面参考,以促进工程前期工作的进展。 相似文献
9.
Considering that there are some limitations in analyzing the anti-sliding seismic stability of dam-foundation systems with the traditional pseudo-static method and response spectrum method,the dynamic strength reduction method was used to study the deep anti-sliding stability of a high gravity dam with a complex dam foundation in response to strong earthquake-induced ground action.Based on static anti-sliding stability analysis of the dam foundation undertaken by decreasing the shear strength parameters of ... 相似文献
10.