Design Procedure for Determining Optimal Length of Side-Weir in Flood Control Detention Basin Considering Bed Roughness Coefficient

AbstractSide-weir detention basins have been increasingly highlighted as an alternative countermeasure for decreasing peak flood discharge and have become increasingly adopted as part of an integrated watershed flood protection plan. However, there were few methodologies sufficient enough to quantit...

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Veröffentlicht in:	Journal of irrigation and drainage engineering 2016-12, Vol.142 (12)
Hauptverfasser:	Kim, Seojun, Yoon, Byungman, Kim, Sanghuk, Kim, Dongsu
Format:	Artikel
Sprache:	eng
Schlagworte:	Technical Note Technical Notes
Online-Zugang:	Volltext
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