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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Main Authors: Aboubacar Sidiki Koulibaly, Ali Saeidi, Alain Rouleau, Marco Quirion
Format: Article
Language:English
Published: MDPI AG 2021-10-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/13/21/2950
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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
collection DOAJ
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.
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spelling doaj.art-d3c769baea33436e89f8650771226c422023-11-22T21:53:06ZengMDPI AGWater2073-44412021-10-011321295010.3390/w13212950Identification of Hydraulic Parameters Influencing the Hydraulic Erodibility of Spillway Flow ChannelsAboubacar Sidiki Koulibaly0Ali Saeidi1Alain Rouleau2Marco Quirion3Département des Sciences Appliquées, Université du Québec à Chicoutimi, 555 Boulevard de l’Université, Chicoutimi, QC G7H 2B1, CanadaDépartement des Sciences Appliquées, Université du Québec à Chicoutimi, 555 Boulevard de l’Université, Chicoutimi, QC G7H 2B1, CanadaDépartement des Sciences Appliquées, Université du Québec à Chicoutimi, 555 Boulevard de l’Université, Chicoutimi, QC G7H 2B1, CanadaHydro-Québec, Unité de Production et d’Expertise en Barrages, 75 Boulevard René-Lévesque Ouest, Montréal, QC H2Z 1A4, CanadaThe 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.https://www.mdpi.com/2073-4441/13/21/2950hydraulic erodibilityhydraulic jumphydraulic loadplunging flowpower dissipationrock mass
spellingShingle Aboubacar Sidiki Koulibaly
Ali Saeidi
Alain Rouleau
Marco Quirion
Identification of Hydraulic Parameters Influencing the Hydraulic Erodibility of Spillway Flow Channels
Water
hydraulic erodibility
hydraulic jump
hydraulic load
plunging flow
power dissipation
rock mass
title 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_short 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
topic hydraulic erodibility
hydraulic jump
hydraulic load
plunging flow
power dissipation
rock mass
url https://www.mdpi.com/2073-4441/13/21/2950
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