EXPERIMENTS TO DAMBREAK WAVE - HORIZONTAL CHANNEL

Authors
Citation
G. Lauber et Wh. Hager, EXPERIMENTS TO DAMBREAK WAVE - HORIZONTAL CHANNEL, Journal of Hydraulic Research, 36(3), 1998, pp. 291-307
Citations number
22
Categorie Soggetti
Water Resources","Engineering, Civil
ISSN journal
00221686
Volume
36
Issue
3
Year of publication
1998
Pages
291 - 307
Database
ISI
SICI code
0022-1686(1998)36:3<291:ETDW-H>2.0.ZU;2-J
Abstract
Dambreak waves in a smooth rectangular and horizontal channel are desc ribed. Based on a literature review, the conditions required for Froud e similarity are first derived. Then, the positive and negative wave f ronts are analytically determined, based on the characteristic equatio ns. Further, the effect of the relative reservoir length on the wave m aximum is specified and a novel dimensionless coordinate X is introduc ed, that accounts for both relative reservoir length and non-dimension al tailwater location. Detailed results refer to the definition of wav e profiles and distributions of velocity and discharge in the wave bod y. A similarity plot defines a single wave profile. The results so obt ained are discussed and allow a deeper insight into the mechanics of d ambreak waves. The results are readily available for applications, and a significant modification regarding the initial flow conditions is d escribed.