Identification of Hydraulic Parameters Influencing the Hydraulic Erodibility of Spillway Flow Channels

The rock mass erosion of dam spillways, a phenomenon involving the interaction between the hydraulic load of water and the capability of the rock mass to resist its destruction, remains a critical safety issue. The erosion resistance of a rock mass can be estimated through several erodibility indice...

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Autores principales: Aboubacar Sidiki Koulibaly, Ali Saeidi, Alain Rouleau, Marco Quirion
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Lenguaje:EN
Publicado: MDPI AG 2021
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Acceso en línea:https://doaj.org/article/d3c769baea33436e89f8650771226c42
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spelling oai:doaj.org-article:d3c769baea33436e89f8650771226c422021-11-11T19:52:28ZIdentification of Hydraulic Parameters Influencing the Hydraulic Erodibility of Spillway Flow Channels10.3390/w132129502073-4441https://doaj.org/article/d3c769baea33436e89f8650771226c422021-10-01T00:00:00Zhttps://www.mdpi.com/2073-4441/13/21/2950https://doaj.org/toc/2073-4441The rock mass erosion of dam spillways, a phenomenon involving the interaction between the hydraulic load of water and the capability of the rock mass to resist its destruction, remains a critical safety issue. The erosion resistance of a rock mass can be estimated through several erodibility indices, including those of Kirsten, Pells or Bollaert. Several indices have been developed to link rock resistance to the hydraulic parameters of water, i.e., the hydraulic load applied on a rock mass. The developed indices use the average flow velocity, the average shear stress on the bottom of the flow channel, the stress applied to the internal joints of fractured rock mass, the dynamic impulse force, and the power dissipation of water to represent the erosive force of water. From these indices, several methods of assessing hydraulic erosion have been developed, and all use the threshold line concept. Nonetheless, several uncertainties are associated with these methods. This paper presents and discusses the various means of calculating the erosive force of water as a hazard parameter for predicting potential rock erosion. The representativeness of these approaches is also discussed, and we clarify nuances associated with each method. We then provide guidelines for future research aimed at improving estimates of the erosive force of the water within spillway flow channels.Aboubacar Sidiki KoulibalyAli SaeidiAlain RouleauMarco QuirionMDPI AGarticlehydraulic erodibilityhydraulic jumphydraulic loadplunging flowpower dissipationrock massHydraulic engineeringTC1-978Water supply for domestic and industrial purposesTD201-500ENWater, Vol 13, Iss 2950, p 2950 (2021)
institution DOAJ
collection DOAJ
language EN
topic hydraulic erodibility
hydraulic jump
hydraulic load
plunging flow
power dissipation
rock mass
Hydraulic engineering
TC1-978
Water supply for domestic and industrial purposes
TD201-500
spellingShingle hydraulic erodibility
hydraulic jump
hydraulic load
plunging flow
power dissipation
rock mass
Hydraulic engineering
TC1-978
Water supply for domestic and industrial purposes
TD201-500
Aboubacar Sidiki Koulibaly
Ali Saeidi
Alain Rouleau
Marco Quirion
Identification of Hydraulic Parameters Influencing the Hydraulic Erodibility of Spillway Flow Channels
description The rock mass erosion of dam spillways, a phenomenon involving the interaction between the hydraulic load of water and the capability of the rock mass to resist its destruction, remains a critical safety issue. The erosion resistance of a rock mass can be estimated through several erodibility indices, including those of Kirsten, Pells or Bollaert. Several indices have been developed to link rock resistance to the hydraulic parameters of water, i.e., the hydraulic load applied on a rock mass. The developed indices use the average flow velocity, the average shear stress on the bottom of the flow channel, the stress applied to the internal joints of fractured rock mass, the dynamic impulse force, and the power dissipation of water to represent the erosive force of water. From these indices, several methods of assessing hydraulic erosion have been developed, and all use the threshold line concept. Nonetheless, several uncertainties are associated with these methods. This paper presents and discusses the various means of calculating the erosive force of water as a hazard parameter for predicting potential rock erosion. The representativeness of these approaches is also discussed, and we clarify nuances associated with each method. We then provide guidelines for future research aimed at improving estimates of the erosive force of the water within spillway flow channels.
format article
author Aboubacar Sidiki Koulibaly
Ali Saeidi
Alain Rouleau
Marco Quirion
author_facet Aboubacar Sidiki Koulibaly
Ali Saeidi
Alain Rouleau
Marco Quirion
author_sort Aboubacar Sidiki Koulibaly
title Identification of Hydraulic Parameters Influencing the Hydraulic Erodibility of Spillway Flow Channels
title_short Identification of Hydraulic Parameters Influencing the Hydraulic Erodibility of Spillway Flow Channels
title_full Identification of Hydraulic Parameters Influencing the Hydraulic Erodibility of Spillway Flow Channels
title_fullStr Identification of Hydraulic Parameters Influencing the Hydraulic Erodibility of Spillway Flow Channels
title_full_unstemmed Identification of Hydraulic Parameters Influencing the Hydraulic Erodibility of Spillway Flow Channels
title_sort identification of hydraulic parameters influencing the hydraulic erodibility of spillway flow channels
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/d3c769baea33436e89f8650771226c42
work_keys_str_mv AT aboubacarsidikikoulibaly identificationofhydraulicparametersinfluencingthehydraulicerodibilityofspillwayflowchannels
AT alisaeidi identificationofhydraulicparametersinfluencingthehydraulicerodibilityofspillwayflowchannels
AT alainrouleau identificationofhydraulicparametersinfluencingthehydraulicerodibilityofspillwayflowchannels
AT marcoquirion identificationofhydraulicparametersinfluencingthehydraulicerodibilityofspillwayflowchannels
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