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Hydro-Science and Engineering
1009-640X
2006 Issue 4
Progress of seismic theoretical analysis for high arch dams
CHEN Ai-jiu;ZHANG Qing;LIU Zhong-qiu
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page:67-73
Application of information entropy fuzzy matter-element method in decision of normal high water level of reservoirs
LI Li;WANG Ming-wu
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page:62-66
Model test for turbulence of flow in vegetated channel
ZHU Hong-jun;ZHAO Zhen-xing;HAN Lu
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page:57-61
Improvement of boundary treatment in mathematical model of flood diversion area
MU Jin-bin;HU Xiao-zhang;ZHANG Xiao-feng;ZHUANG Jia
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page:51-56
Variation of consolidation coefficient for soft soil in preloading improvement
LOU Yan
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page:46-50
Soil squeezing effect of concrete-cored sand-gravel piles and excess pore water pressure dissipation
LU Xu-wen;HE Ning;GUAN Bing-hong;YU Jin
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page:41-45
Numerical simulation of flow at Y-shaped open-channel junction
FENG Ya-hui;GUO Wei-dong
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page:34-40
Model test of Oujiang estuary channel regulation
WANG Shun-zhong;LI Hao-lin
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page:28-33
2-D tidal current and sediment numerical calculation for Feiyunjiang estuary
ZUO Li-qin;LU Yong-jun
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page:21-27
Retrieval of transversely isotropic viscoelastic parameters for RCC dams
HUANG Guang-ming;LI Yun;GU Chong-shi;ZHU Guo-jin
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page:15-20
Back analysis of elastic-viscoplastic parameters of geomaterials based on genetic simulated annealing algorithm
HUANG Yao-ying;GUO Xing-wen;WU Zhong-ru
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page:10-14
Formula for bedload sediment transport rate based on energy balance relationship within bed-surface layer
XIA Hua-yong;LIAO Shi-zhi;XIAO Zhi-jian
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page:1-9