B-jump in sloping channel
- 1 October 1988
- journal article
- research article
- Published by Taylor & Francis Ltd in Journal of Hydraulic Research
- Vol. 26 (5), 539-558
- https://doi.org/10.1080/00221688809499192
Abstract
The overall phenomenon of a hydraulic jump in prismatic, rectangular channels, whose bottom slope is considerable in the upstream and horizontal in the downstream reach is investigated. Based on detailed observations, expressions are derived for the sequent depths, the jump efficiency, the length characteristics and the horizontal bottom force component.This publication has 2 references indexed in Scilit:
- Flow Characteristics of Sloping Channel JumpsJournal of the Hydraulics Division, 1974
- General Solution of the Hydraulic Jump in Sloping ChannelsJournal of the Hydraulics Division, 1962