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flood arrival time 1

inundation extent 1

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optimum lateral extent of soil domain length 1

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Land use/cover change effects on floods with different return periods: a case study of Beijing, China

Yueling WANG, Xiaoliu YANG

Frontiers of Environmental Science & Engineering 2013, Volume 7, Issue 5, Pages 769-776 doi: 10.1007/s11783-013-0542-z

Abstract: hydraulic modeling and statistical methods was applied to quantify the effect of LUCC on floods in terms of inundationextent, flood arrival time and maximum water depth.reveals that 1) during the period of analysis Beijing experienced unprecedented LUCC; 2) LUCC can affect inundationextent and flood arrival time, and floods with longer return periods are more influenced; 3) LUCC can

Keywords： inundation extent flood arrival time maximum water depth shallow flow model

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Optimum lateral extent of soil domain for dynamic SSI analysis of RC framed buildings on pile foundations

Nishant SHARMA, Kaustubh DASGUPTA, Arindam DEY

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 62-81 doi: 10.1007/s11709-019-0570-2

Abstract: This article describes a novel approach for deciding optimal horizontal extent of soil domain to be usedLateral extent of soil domain, along with the soil properties, were varied exhaustively for a particularlocations in the SSI system (quantified by normalized root mean square error, ), the optimum lateral extentThese relationships can be readily applied for deciding upon the lateral extent of the soil domain for

Keywords： soil structure interaction optimum lateral extent of soil domain length multi-storyed framed building

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Numerical simulation of flood inundation processes by 2D shallow water equations

ZHANG Xinhua, LONG Wenfei, XIE Heping, ZHU Jiahua, WANG Jiangping

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 1, Pages 107-113 doi: 10.1007/s11709-007-0011-5

Abstract: In order to strengthen flood risk management in a river basin, to upgrade the capability of flood control, and to reduce the loss of lives and properties in urban areas, a numerical simulation model using 2D shallow water equations was proposed in this study. A satisfactory result has been obtained by applying the model in the Fuji River basin in central Japan. The result indicates that the numerical simulation model proposed can be adopted not only in the risk management of a river basin, but also in the study of realtime operations of rescue jobs and evacuation routes in a municipal region suffering from a serious flooding event.

Keywords： control satisfactory management central rescue