Gate-Opening Criterion for Generating Dam-Break Flow in Non-Rectangular Wet Bed Channels

A sudden dam failure is usually simulated by the rapid removal of a gate in laboratory tests and numerical simulations. The gate-opening time is often determined according to the Lauber and Hager instantaneous collapse criterion (referred to as the Lauber–Hager criterion), which is established for a...

Full description

Bibliographic Details
Main Authors: Sha Yang, Bo Wang, Yakun Guo, Jianmin Zhang, Yunliang Chen
Format: Article
Language:English
Published: MDPI AG 2020-11-01
Series:Energies
Subjects:
LES
Online Access:https://www.mdpi.com/1996-1073/13/23/6280
id doaj-07d0c88e7b124793b724e754d50d822a
record_format Article
spelling doaj-07d0c88e7b124793b724e754d50d822a2020-11-29T00:03:41ZengMDPI AGEnergies1996-10732020-11-01136280628010.3390/en13236280Gate-Opening Criterion for Generating Dam-Break Flow in Non-Rectangular Wet Bed ChannelsSha Yang0Bo Wang1Yakun Guo2Jianmin Zhang3Yunliang Chen4State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, ChinaFaculty of Engineering & Informatics, University of Bradford, Bradford BD71DP, UKState Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, ChinaA sudden dam failure is usually simulated by the rapid removal of a gate in laboratory tests and numerical simulations. The gate-opening time is often determined according to the Lauber and Hager instantaneous collapse criterion (referred to as the Lauber–Hager criterion), which is established for a rectangular open channel with a dry bed. However, this criterion is not suitable for non-rectangular channels or initial wet-bed conditions. In this study, the effect of the gate-opening time on the wave evolution is investigated by using the large eddy simulation (LES) model. The instantaneous dam-break, namely, a dam-break without a gate, is simulated for comparison. A gate-opening criterion for generating dam-break flow in a non-rectangular wet-bed channel is proposed in this study, which can be used as an extension of the Lauber–Hager criterion and provides a more comprehensive and reasonable estimate of the gate opening time.https://www.mdpi.com/1996-1073/13/23/6280gate-opening timecriteriondam-break wavenon-rectangular channelwet-bedLES
collection DOAJ
language English
format Article
sources DOAJ
author Sha Yang
Bo Wang
Yakun Guo
Jianmin Zhang
Yunliang Chen
spellingShingle Sha Yang
Bo Wang
Yakun Guo
Jianmin Zhang
Yunliang Chen
Gate-Opening Criterion for Generating Dam-Break Flow in Non-Rectangular Wet Bed Channels
Energies
gate-opening time
criterion
dam-break wave
non-rectangular channel
wet-bed
LES
author_facet Sha Yang
Bo Wang
Yakun Guo
Jianmin Zhang
Yunliang Chen
author_sort Sha Yang
title Gate-Opening Criterion for Generating Dam-Break Flow in Non-Rectangular Wet Bed Channels
title_short Gate-Opening Criterion for Generating Dam-Break Flow in Non-Rectangular Wet Bed Channels
title_full Gate-Opening Criterion for Generating Dam-Break Flow in Non-Rectangular Wet Bed Channels
title_fullStr Gate-Opening Criterion for Generating Dam-Break Flow in Non-Rectangular Wet Bed Channels
title_full_unstemmed Gate-Opening Criterion for Generating Dam-Break Flow in Non-Rectangular Wet Bed Channels
title_sort gate-opening criterion for generating dam-break flow in non-rectangular wet bed channels
publisher MDPI AG
series Energies
issn 1996-1073
publishDate 2020-11-01
description A sudden dam failure is usually simulated by the rapid removal of a gate in laboratory tests and numerical simulations. The gate-opening time is often determined according to the Lauber and Hager instantaneous collapse criterion (referred to as the Lauber–Hager criterion), which is established for a rectangular open channel with a dry bed. However, this criterion is not suitable for non-rectangular channels or initial wet-bed conditions. In this study, the effect of the gate-opening time on the wave evolution is investigated by using the large eddy simulation (LES) model. The instantaneous dam-break, namely, a dam-break without a gate, is simulated for comparison. A gate-opening criterion for generating dam-break flow in a non-rectangular wet-bed channel is proposed in this study, which can be used as an extension of the Lauber–Hager criterion and provides a more comprehensive and reasonable estimate of the gate opening time.
topic gate-opening time
criterion
dam-break wave
non-rectangular channel
wet-bed
LES
url https://www.mdpi.com/1996-1073/13/23/6280
work_keys_str_mv AT shayang gateopeningcriterionforgeneratingdambreakflowinnonrectangularwetbedchannels
AT bowang gateopeningcriterionforgeneratingdambreakflowinnonrectangularwetbedchannels
AT yakunguo gateopeningcriterionforgeneratingdambreakflowinnonrectangularwetbedchannels
AT jianminzhang gateopeningcriterionforgeneratingdambreakflowinnonrectangularwetbedchannels
AT yunliangchen gateopeningcriterionforgeneratingdambreakflowinnonrectangularwetbedchannels
_version_ 1724412761309446144