A platform for research: civil engineering, architecture and urbanism
ON RIVER-BED VARIATION MECHANISM IN STEEP BRIDED CHANNELS AND A METHOD TO CALCULATE INUNDATION DISCHARGE HYDROGRAPH DUE TO DIKE BREACH
ON RIVER-BED VARIATION MECHANISM IN STEEP BRIDED CHANNELS AND A METHOD TO CALCULATE INUNDATION DISCHARGE HYDROGRAPH DUE TO DIKE BREACH
ON RIVER-BED VARIATION MECHANISM IN STEEP BRIDED CHANNELS AND A METHOD TO CALCULATE INUNDATION DISCHARGE HYDROGRAPH DUE TO DIKE BREACH
Congress; 32nd, International Association of Hydraulic Engineering and Research; Harmonizing the demands of art and nature in hydraulics ; 2007 ; Venice
2007-01-01
347 pages
Held on CD-ROM. Abstracts in print. CD-ROM in pocket attached inside back cover of vol. 2 of printed abstracts
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
HENRY – Federal Waterways Engineering and Research Institute (BAW) | 2008
|Plane dike-breach due to overtopping: effects of sediment, dike height and discharge
Taylor & Francis Verlag | 2012
|