نتایج جستجو برای: dam failure

تعداد نتایج: 384323  

2015
Mohammad Rostami

Dam break analysis plays a very important role in the risk assessment of dams. Large dams pose significantly higher risks to the people and property downstream of the dam as compared to smaller dams. So the flooding risk due to the possible failure of large dams is more crucial. The simulation of exceptional events characterized by high hydraulic and hydro-geologic risk is an actual problem for...

Journal: :نشریه دانشکده فنی 0
دکتر علی کریمی طاهری

the problem of creation and subsequent propagation of bore has been examined and studied by a number of investigators who they were interested in unsteady flow problems for which sudden changes in either flow or depth or both occur. in this paper, the shock conditions and the method of characteristics for predicting the downstream flooding produced by a dam failure. in the dam-break problem whe...

2014
Jasna Duricic

Master of Science in Hydraulics and River Basin Managment geboren te Sarajevo, Bosnia and Herzegovina Dit proefschrift is goedgekeurd door de promotoren All rights reserved. No part of this book may be reproduced in any form or by any means including photocopy, without written permission from the copyright holder. SUMMARY The majority of dams constructed in the world are dams that can be catego...

2013
Fu-gang Xu Xing-guo Yang Jia-wen Zhou Ming-hui Hao

Dam breaks of landslide dams are always accompanied by large numbers of casualties, a large loss of property, and negative influences on the downstream ecology and environment. This study uses the Jiadanwan landslide dam, created by the Wenchuan earthquake, as a case study example. Several laboratory experiments are carried out to analyse the dam-break mechanism of the landslide dam. The differ...

Journal: :Journal of University of Babylon for Engineering Sciences 2019

Journal: :Journal of Performance of Constructed Facilities 1996

This study numerically predicts the failure scenario of a cracked concrete gravity dam through a push-over nonlinear analysis. The mixed-mode Linear Elastic Fracture Mechanics (LEFM) was employed using the extended finite element method (XFEM). The dam base was considered to be fully fixed without any foundation effects. The hydrostatic pressure on the dam's upstream face was increased incremen...

Journal: :Geomatics, Natural Hazards and Risk 2019

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