Zobrazeno 1 - 10
of 60
pro vyhledávání: '"Shuyou Cao"'
Publikováno v:
PLoS ONE, Vol 10, Iss 7, p e0130841 (2015)
Based on the momentum transfer theory, an analytical model is proposed for the velocity and discharge distributions in compound channels with submerged vegetation on the floodplain. The partially vegetated channel was divided into three sub-regions,
Externí odkaz:
https://doaj.org/article/68066b255100477e9781e1135e5a336f
Publikováno v:
Journal of Hydrodynamics. 27:872-883
The present paper studies the physics of the breach erosion process, particularly, the breach initiation process in over-topped landslide dams. Due to great complexities involved, only homogeneous landslide dams are considered. The flume experiments
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a543ba1819450f656e5f1fcb903ab47
https://doi.org/10.1016/s1001-6058(15)60550-9
https://doi.org/10.1016/s1001-6058(15)60550-9
Autor:
Xiaoquan Zhou, Vijay P. Singh, Yue Liang, Shuyou Cao, Yan-hua Wu, Fengguang Yang, Er Huang, Wen-sheng Wang, Xingnian Liu
Publikováno v:
Journal of Mountain Science. 11:1015-1022
Assessment of debris flow hazards is important for developing measures to mitigate the loss of life and property and to minimize environmental damage. Two modified uncertainty models, Set Pair Analysis (SPA) and modified Set Pair Analysis (mSPA), wer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82c7169daff5b870ebf1cf917b90e627
https://doi.org/10.1007/s11629-013-2495-x
https://doi.org/10.1007/s11629-013-2495-x
Publikováno v:
Journal of Hydraulic Engineering. Feb2007, Vol. 133 Issue 2, p148-159. 12p. 4 Black and White Photographs, 1 Diagram, 2 Charts, 11 Graphs.
Publikováno v:
Journal of Hydrologic Engineering. 18:941-947
Long-term hydrologic prediction in ungauged basins is one of critical issues in the field of hydrologic calculations. Hydrologic analogy is an important method for long-term hydrologic prediction and hydrologic calculation in ungauged basins. The key
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44c133eb43ea6ffa34769dea2fe3a266
https://doi.org/10.1061/(asce)he.1943-5584.0000680
https://doi.org/10.1061/(asce)he.1943-5584.0000680
Publikováno v:
Transactions of the ASABE. :919-926
Vegetation generates resistance to overland flow through surface friction drag. Flexible vegetation oscillates with flow, which reduces flow momentum and consequently adds extra resistance. Rigid vegetation, on the other hand, generates turbulent vor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::daa04f4f88cca45fed9801ebec1fb0a1
https://doi.org/10.13031/trans.56.9559
https://doi.org/10.13031/trans.56.9559
Publikováno v:
Journal of Hydraulic Engineering. 139:76-83
The depth-averaged equation of flow in a rectangular compound channel with secondary flows is established by analyzing the forces acting on the elemental water body and using Newton’s second law. The analytical solution to the transverse variation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f23baf68f740def71e4f93328c256459
https://doi.org/10.1061/(asce)hy.1943-7900.0000638
https://doi.org/10.1061/(asce)hy.1943-7900.0000638
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering. 138:484-490
This paper presents results from laboratory experimental model studies investigating scour by waves around a pipeline attached to a flexible rubber plate or rigid spoiler. The rubber plate was placed between the submarine pipeline and bed, while the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee28305b53b9420e5c965cced3a95d7a
https://doi.org/10.1061/(asce)ww.1943-5460.0000150
https://doi.org/10.1061/(asce)ww.1943-5460.0000150
Publikováno v:
Advanced Science Letters. 5:227-231
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c350444dbd68b45e83214165db7d6fba
https://doi.org/10.1166/asl.2012.1954
https://doi.org/10.1166/asl.2012.1954
Publikováno v:
Journal of Earthquake and Tsunami. :445-459
This paper describes an experimental study into the angle of repose for uniform sediment particles, which is important in describing the dam-break process. Two types of setups, Hele-Shaw cell and drum, were used in the experiments. Each experiment wa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2e6c361ee0df45e0bc2034fffb37495f
https://doi.org/10.1142/s1793431111001182
https://doi.org/10.1142/s1793431111001182