نتایج جستجو برای: karkheh embankment dam

تعداد نتایج: 14403  

2014
Qiang Fu Changjie Zheng

A three-dimensional finite element model was developed to investigate dynamic response of track-embankment-ground system subjected to moving loads caused by high speed trains. The track-embankment-ground systems such as the sleepers, the ballast, the embankment, and the ground are represented by 8-noded solid elements. The infinite elements are used to represent the infinite boundary condition ...

2012
Zahra Yazdi

Sediment loads transfer in hydraulic installations and their consequences for the O&M of modern canal systems is emerging as one of the most important considerations in hydraulic engineering projects apriticularly those which are inteded to feed the irrigation and draiange schemes of large command areas such as the Dez and Mogahn in Iran.. The aim of this paper is to investigate the applicabili...

Journal: :Journal of vector borne diseases 2008
A B Pawar R K Bansal M Kumar N C Jain K G Vaishnav

Surat faced the most devastating flood on 7 August 2006. This flood preceded by heavy rains in the catchment areas of Ukai Dam, and consequent massive releases of water from the dam from 6 August through 11 August 2006, inundated the city, and slums were the worst hit. Studies have reported increased mosquito breeding and epidemics of malaria as an aftermath of floods in Mandla1, subsequent to ...

2002
Guo Xun

In this paper, the authors give a brief introduction to the earthquake monitoring system newly developed for two dams of a reservoir in North China. The two embankment dams are 66, 56 meters high and 960, 1008 meters long respectively. One of the dams suffered from severe landslide because of the 1976 Tangshan Earthquake, the design PGA of this site is set to 0.25g. Because of the complexity, i...

2010
Selcuk Gumus Burak Aricak Korhan Enez H. Hulusi Acar

Nacrtak Forest roads provide access for people to study, enjoy or contemplate natural ecosystems. Therefore, roads are one of the most important tools needed in forestry. Forest roads are built by excavation of soil and rock. Rockfall occurs during construction works, caused by excavated rock pieces on embankment slopes and by blasting of block rock masses. This study analyzes rockfall damage t...

2013
Zhang Junwei Li Jinping Quan Xiaojuan

The permafrost degradation is the fundamental cause generating embankment diseases and pavement diseases in permafrost region while the permafrost degradation is related with temperature. Based on the field monitoring results of ground temperature along G214 Highway in high temperature permafrost regions, both the ground temperatures in superficial layer and the annual average temperatures unde...

2015
Stefan Felder Hubert Chanson

The stepped spillway design is associated with significant flow resistance and associated energy dissipation on the steps, yielding smaller, more economical downstream dissipation structures. A number of design guidelines were developed for steep stepped spillways typical of concrete gravity dams. The focus of this study is on embankment stepped spillways. A large set of air-water flow data is ...

2017
Wen-Dar Guo Jian-Hao Hong Cheng-Hsin Chen Chih-Chiang Su Jihn-Sung Lai

The modeling of flood-induced bend scour near embankment toes can provide important information for river engineering, embankment safety warnings, and emergency action management. During the rainy seasons, short-term general scour and bend scour are the most common causes for the failure of reinforced concrete embankments in Taiwan. To gain a deeper understanding of the scouring process near le...

2012
Paul Royet Laurent Peyras

In January 2006 the French Committee on Dams and Reservoirs – FrCOLD issued provisional guidelines for structural safety of gravity dams. It was the first attempt to produce a semi-probabilistic limit-state method for the design of hydraulic works, in a format similar to the Eurocodes. After 5 years of a progressive implementation of those guidelines, FrCOLD decided to produce an upgraded and e...

2008
S. Nishimura A. Murakami K. Matsuura

A reliability-based design for the improvement of earth-fill dams is created in this study, and the effect of the improvement of the embankment is evaluated for the safety of the embankment against earthquakes. An inclined core is considered here as the means of improvement for the earth-fill embankment. To evaluate the stability of earth-fill dams, the elasto-viscoplastic finite element method...

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