This paper presents a recommended design procedure for assessment of rock scour which is illustrated for the case study of Petit-Saut Dam in French Guiana. The methodology, referred to as a “hydro-geotechnical scour assessment”, promotes a multi-discipline approach, applying expertise in both rock mechanics and hydraulics, and guides the diagnosis of scour and response to risk by application of currently available scour assessment techniques
Shahid Abbas pour Dam is located at a distance of about 50 kilometers from Masjed Soleiman and a dis...
Paute-Cardenillo (owned by Celec Ep-Hidropaute) is a dam with maximum height 135 m located in the Pa...
Uncontrolled scour is affecting multiple mobile dams. The plunge pool of the Chancy-Pougny barrage, ...
This paper presents a recommended design procedure for assessment of rock scour which is illustrated...
Flood events generating potential risk for dam overtopping may become more frequently in the future,...
Laouzas Dam, owned and operated by Electricité de France (EDF), is a 52 m high double-curvature arch...
A number of problems and solutions of rock scour downstream of spillways have been evaluated using a...
From 2010, a succession of floods in eastern Australia, and particularly in Queensland, brought abou...
Thesis (MEng)--Stellenbosch University, 2016.ENGLISH ABSTRACT: Hydraulic structures can release high...
This paper presents a review of the engineering techniques currently available for assessment of sco...
The challenge for spillway design over many decades has been to arrive at a design that can discharg...
This paper presents a simplified application of the Comprehensive Scour Model (CSM) developed by Bol...
This case study presents relationships between total energy input to plunge pools and scour depth at...
Because of the potential risk of undermining foundations, adequate control of scour is an integral p...
Keynote lecture at the ICSE2006. Various types of scour can confront the engineer, who has to design...
Shahid Abbas pour Dam is located at a distance of about 50 kilometers from Masjed Soleiman and a dis...
Paute-Cardenillo (owned by Celec Ep-Hidropaute) is a dam with maximum height 135 m located in the Pa...
Uncontrolled scour is affecting multiple mobile dams. The plunge pool of the Chancy-Pougny barrage, ...
This paper presents a recommended design procedure for assessment of rock scour which is illustrated...
Flood events generating potential risk for dam overtopping may become more frequently in the future,...
Laouzas Dam, owned and operated by Electricité de France (EDF), is a 52 m high double-curvature arch...
A number of problems and solutions of rock scour downstream of spillways have been evaluated using a...
From 2010, a succession of floods in eastern Australia, and particularly in Queensland, brought abou...
Thesis (MEng)--Stellenbosch University, 2016.ENGLISH ABSTRACT: Hydraulic structures can release high...
This paper presents a review of the engineering techniques currently available for assessment of sco...
The challenge for spillway design over many decades has been to arrive at a design that can discharg...
This paper presents a simplified application of the Comprehensive Scour Model (CSM) developed by Bol...
This case study presents relationships between total energy input to plunge pools and scour depth at...
Because of the potential risk of undermining foundations, adequate control of scour is an integral p...
Keynote lecture at the ICSE2006. Various types of scour can confront the engineer, who has to design...
Shahid Abbas pour Dam is located at a distance of about 50 kilometers from Masjed Soleiman and a dis...
Paute-Cardenillo (owned by Celec Ep-Hidropaute) is a dam with maximum height 135 m located in the Pa...
Uncontrolled scour is affecting multiple mobile dams. The plunge pool of the Chancy-Pougny barrage, ...