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Energy Dissipators and Hydraulic Jump

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TLDR
In this paper, a classical hydraulic jump in non-rectangular channel is described, followed by a submerged hydraulic jump using a bucket-type energy dissipator and a baffle rock.
Abstract
Part 1: Hydraulic Jump 1 Introduction 2 Classical Hydraulic Jump 3 Sloping Jump 4 Hydraulic Jump in Non-Rectangular Channel 5 Submerged Hydraulic Jump References Part 1 Notation Part 1 Part 2: Stilling Basins 6 Introduction 7 Steps and Sills 8 Baffle Rock 9 Effect of Roughness and Discharge 10 Expanding Channel 11 Bucket-type Energy Dissipator 12 Various Aspects of Stilling Basins 13 Types of Stilling Basins 14 Experiences with Stilling Basins References Part 2 Notation Part 2 Subject Index Author Index

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Step-Pool Streams: Adjustment to Maximum Flow Resistance

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Morphodynamics and sedimentary structures of bedforms under supercritical-flow conditions: New insights from flume experiments

TL;DR: In this paper, the results of systematic flume experiments spanning a broad range of supercritical-flow bedforms (antidunes, chutes-and-pools and cyclic steps) developed in mobile sand beds of variable grain sizes are presented.
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Experimental study of the air–water shear flow in a hydraulic jump

TL;DR: The relationship between air content and bubble frequency has a parabolic shape, which is not yet understood but was observed previously in open channel flows as mentioned in this paper, and the results indicate an advective diffusion of air in the shear layer.
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Current knowledge in hydraulic jumps and related phenomena: A survey of experimental results

TL;DR: In this article, a review of recent advances in turbulent hydraulic jumps are developed: the non-breaking undular hydraulic jump, the positive surge and tidal bore, and the air bubble entrainment in hydraulic jumps with roller.
Journal ArticleDOI

Hydraulic Jumps on Corrugated Beds

TL;DR: In this paper, the results of a laboratory study of hydraulic jumps on corrugated beds are presented, where experiments were performed for a range of Froude numbers from 4 to 10 and three values of the relative roughness t/y 1 of 0.50, 0.43, and 0.25 were studied.