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...
Main Authors: | , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-11-01
|
Series: | Energies |
Subjects: | |
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 |