Results 51 to 60 of about 6,260 (209)

Overtopping Risk Analysis of Earth Dams considering Effects of Failure Duration of Release Structures

open access: yesComplexity, 2020
For modern high earth dams, sufficient safety margin is considered in the designs of flood discharge capacity and dam crest elevation to prevent flood overtopping. However, for high earth dams which may induce catastrophic consequences, during their long
Lijun Liu, Zhenyu Wu
doaj   +1 more source

Effect of uncertainties in breach location and breach mechanisms on risk‐related classification of off‐stream reservoirs

open access: yesJournal of Flood Risk Management, Volume 18, Issue 1, March 2025.
Abstract Off‐stream reservoirs are artificial water storage structures that increase the flood risk of an area. In some places, related risk reduction plans are based on a risk classification of these structures, which follows local water resource management regulations. These classification methods typically follow deterministic qualitative guidelines
Nathalia Silva‐Cancino   +1 more
wiley   +1 more source

Simulation method for crest cracks in high earth core rockfill dams and its application

open access: yesYantu gongcheng xuebao, 2020
The crest cracks are the common dangers during construction and operation of high earth core rockfill (ECRD) dams. The occurrence and propagation of the crack increases the safety risk of the project greatly.
JI En-yue 1, 2, CHEN Sheng-shui 1, 2, FU Zhong-zhi 1, 2, ZHANG Can-hong 3
doaj   +1 more source

Experimental Study of Dike‐Break Induced Flow Generated by Instantaneous Opening of the Side Gate

open access: yesJournal of Flood Risk Management, Volume 18, Issue 1, March 2025.
ABSTRACT A large‐scale experimental model of instantaneous dike‐break induced flow was conducted in this work. Water level variations in the river channel and floodplain, breach discharge, and the surface velocity field at the breach were measured during dike failure.
Dawei Zhang   +3 more
wiley   +1 more source

Study on Effects of Softrock-Contained Rockfill for Stress and Deformation of High Core Rockfill Dam

open access: yes, 2011
Taking the rockfill dam of Nuozhadu as a example. Through the experiment on excavated softrock-contained rochfill with different deterioration degree, obtained related computational parameters.
Hong Hai Zhang, You Ren Yuan
core   +1 more source

New Type of Dam for Longitudinal Reinforced Rockfill Dam and Its Operation Safety Analysis

open access: yes工程科学与技术, 2019
After a long time operation, a conventional earth rockfill dam (e.g. homogeneous dam or core wall dam) may suffer from a lot of dam diseases such as dam-break, overtopping, landslides and leakage. On the basis of a large number of practices of rebuilding
Jun LIANG
doaj  

Three‐dimensional characterization of particle morphology in natural gravel and blasted rock fragments using SfM‐MVS photogrammetry

open access: yesRiver, Volume 4, Issue 1, Page 70-83, February 2025.
Structure from Motion‐Multi‐View Stereo photogrammetry 3D reconstruction. Abstract This study aims to develop a high‐precision and cost‐efficient method for the three‐dimensional reconstruction of large particles in natural gravel and blasted rock fragments, utilizing Structure from Motion (SfM) and Multi‐View Stereo (MVS) techniques.
Hongchen Liu   +4 more
wiley   +1 more source

Coarse‐Grained Ore Distribution on Conveyor Belts With TRCU Neural Networks

open access: yesIET Image Processing, Volume 19, Issue 1, January/December 2025.
(1) The method can be used as technical support and the basis for subsequent real‐time particle size detection in the beneficiation process. (2) The proposed model combines Transformer and residual blocks with the CBAM attention mechanism in the encoder‐decoder. (3) The proposed model can effectively partition the ore particles of different grain sizes.
Weinong Liang   +6 more
wiley   +1 more source

Slope Safety of Earth Rockfill Cofferdam with Nonlinear Shear Strength

open access: yes, 2011
Based on numerical simulation of the seepage field of earth rockfill cofferdam using nonlinear Finite Element Method under the action of flood during construction period, the stability of the cofferdam slope with nonlinear shear strength is studied.
Bin Tian, Xiao Chun Lu, Yan Fu Qin
core   +1 more source

Discussion on some problems observed in high earth-rockfill dams

open access: yesYantu gongcheng xuebao, 2018
A few key issues influencing the safety of high earth-rockfill dams are discussed, and the research progress in recent years is reviewed. The factors which influence the scale effects of coarse-grained materials are analyzed.
WANG Xiao-gang
doaj   +1 more source

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