منابع مشابه
Autonomous Monitoring of Masonry Dams Based on Multi- Agent Technology
Kay Smarsly1 and Dietrich Hartmann2 Summary This paper summarizes the results of a study investigating multi-agent technology deployed for decentralized, autonomous dam monitoring. Multi-agent systems, representing decentralized computing systems, have been used in artificial intelligence research for many years to tackle problems that are difficult or impossible to be solved by individual comp...
متن کاملPractical methodology for inclusion of uplift and pore pressures in analysis of concrete dams
Uplift and pore pressures are fundamental loading conditions that affect the strength and stability of concrete dams. Historically, these loads have been difficult to quantify and to implement in finite element analysis (FEA). Some dam design guidelines propose different techniques to apply the estimated uplift pressure for its use in FEA of concrete dams. These methodologies are, in general, q...
متن کاملInvestigation of Relief Wells Performance in Decreasing Uplift Pressure in Foundation of Embankment Dams
The design of relief wells includes determination of the distance of relief wells from each other, their distance from the dam upstream, the well diameter and discharge into each wells. This study tends to investigate these factors effect on uplift pressure in earth dams. For this purpose, finite elements method (FEM) was used for different configuration of relief wells in downstream of an eart...
متن کاملICOLD EUROPEAN CLUB Working Group on Uplift Pressures under Concrete Dams
The report illustrates the results of the activities carried out by the European Working Group. Four subjects were selected by the Group: "Regulatory Rules and/or Normal Practice" adopted in different Countries; "Analysis of Measurement Data", referring to recent relevant studies; "Numerical Modelling" to compute uplift pressures; "Clearing Of Drainage Systems". As far as regulatory rules are c...
متن کاملThe Effect of Gabion and Masonry Check Dams on Aggregation of Deposited Sediments in Razin Watershed, Kermanshah, Iran
The purpose of this study was investigating the effect of eleven gabion and five masonry dams on trapping eroded particles in the razin watershed located north of Kermanshah township. The frequency of sand particles increased by 40.67 percent and the percentage of gravel, silt and clay particles decreased by 14.37, 56.55 and 69.93 percent in sediments behind the gabion dams as compared to the w...
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ژورنال
عنوان ژورنال: La Houille Blanche
سال: 1972
ISSN: 0018-6368,1958-5551
DOI: 10.1051/lhb/1972005