Dam Protections against Overtopping and Accidental Leakage (eBook, PDF)
Redaktion: Toledo, Miguel Ángel; Oñate, Eugenio; Morán, Rafael
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Dam Protections against Overtopping and Accidental Leakage (eBook, PDF)
Redaktion: Toledo, Miguel Ángel; Oñate, Eugenio; Morán, Rafael
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This book provides a comprehensive summary of dam protections, covering case studies and applied research worldwide, and will be invaluable to professionals and academics in Dam Engineering.
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- mit Kopierschutz
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- Größe: 275.4MB
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This book provides a comprehensive summary of dam protections, covering case studies and applied research worldwide, and will be invaluable to professionals and academics in Dam Engineering.
Dieser Download kann aus rechtlichen Gründen nur mit Rechnungsadresse in A, B, BG, CY, CZ, D, DK, EW, E, FIN, F, GR, HR, H, IRL, I, LT, L, LR, M, NL, PL, P, R, S, SLO, SK ausgeliefert werden.
Produktdetails
- Produktdetails
- Verlag: Taylor & Francis
- Seitenzahl: 328
- Erscheinungstermin: 31. März 2015
- Englisch
- ISBN-13: 9781315685359
- Artikelnr.: 42941303
- Verlag: Taylor & Francis
- Seitenzahl: 328
- Erscheinungstermin: 31. März 2015
- Englisch
- ISBN-13: 9781315685359
- Artikelnr.: 42941303
- Herstellerkennzeichnung Die Herstellerinformationen sind derzeit nicht verfügbar.
Miguel Ángel Toledo & Rafael Morán, Department of Civil Engineering: Hydraulics, Energy and Environment E.T.S. de Ingenieros de Caminos, Technical University of Madrid, Madrid, Spain. Eugenio Oñate, International Center for Numerical Methods in Engineering, Barcelona, Spain.
Preface; Keynote lectures: Technical manual: Overtopping protection for
dams; Review of embankment dam protections and a design methodology for
downstream rockfill toes; Flood overtopping protection for concrete dams;
Failure of embankment dams due to overtopping or accidental leakage; Dam
failures of embankment dams caused by overtopping or accidental leakage
-New aspects for breach widening and deepening processes; Failure of dams
due to overtopping - A historical prospective; Overtopping and internal
erosion on small dams in Burkina Faso; Failure of the downstream shoulder
of rockfill dams in overtopping or accidental leakage scenario; Structural
failure of the clay core or the upstream face of rockfill dams in
overtopping scenario; Simulation of the beginning of failure in rockfill
dams caused by overtopping; CFD study of the time dependent flow pattern
around the slope of rockfill dams in overtopping scenario; Soft protections
for embankment dams: Design of overtopping-resistant rockfill dams;
Isoresistant double slope for the optimization of overtopping-resistant
rockfill dams; Practical challenges and experience from large-scale
overtopping tests with placed riprap; Hard protections for embankment dams:
Continuously-reinforced concrete slab spillways built over embankment dams
in Spain: Molino de la Hoz and Llodio Dams; Comprehensive literature review
on dam overtopping incidents; Barriga Dam spillway: a case study of
wedge-shaped blocks technology; Physical and numerical modeling for
understanding the hydraulic behaviour of Wedge-Shaped-Blocks spillways;
Masonry dams failure due to overtopping and its protections Failures of
masonry or concrete dams by overtopping;Laboratory measurements and
numerical simulations of overtopping nappe impingement jets;
Characterization of the dynamic actions and scour estimation downstream of
a dam; Highly-converging chutes as an overtopping protection for concrete
dams: physical and numerical modelling; Miscellaneous:Probabilistic methods
for hydrologic dam safety analysis; Two-dimensional direct rainfall
hydraulic models applied to direct calculationof hydrologic events in dams
to prevent overtopping CFD analysis of flow pattern in labyrinth weirs;
Analysis of the design of energy-dissipating structure in spillways
dams; Review of embankment dam protections and a design methodology for
downstream rockfill toes; Flood overtopping protection for concrete dams;
Failure of embankment dams due to overtopping or accidental leakage; Dam
failures of embankment dams caused by overtopping or accidental leakage
-New aspects for breach widening and deepening processes; Failure of dams
due to overtopping - A historical prospective; Overtopping and internal
erosion on small dams in Burkina Faso; Failure of the downstream shoulder
of rockfill dams in overtopping or accidental leakage scenario; Structural
failure of the clay core or the upstream face of rockfill dams in
overtopping scenario; Simulation of the beginning of failure in rockfill
dams caused by overtopping; CFD study of the time dependent flow pattern
around the slope of rockfill dams in overtopping scenario; Soft protections
for embankment dams: Design of overtopping-resistant rockfill dams;
Isoresistant double slope for the optimization of overtopping-resistant
rockfill dams; Practical challenges and experience from large-scale
overtopping tests with placed riprap; Hard protections for embankment dams:
Continuously-reinforced concrete slab spillways built over embankment dams
in Spain: Molino de la Hoz and Llodio Dams; Comprehensive literature review
on dam overtopping incidents; Barriga Dam spillway: a case study of
wedge-shaped blocks technology; Physical and numerical modeling for
understanding the hydraulic behaviour of Wedge-Shaped-Blocks spillways;
Masonry dams failure due to overtopping and its protections Failures of
masonry or concrete dams by overtopping;Laboratory measurements and
numerical simulations of overtopping nappe impingement jets;
Characterization of the dynamic actions and scour estimation downstream of
a dam; Highly-converging chutes as an overtopping protection for concrete
dams: physical and numerical modelling; Miscellaneous:Probabilistic methods
for hydrologic dam safety analysis; Two-dimensional direct rainfall
hydraulic models applied to direct calculationof hydrologic events in dams
to prevent overtopping CFD analysis of flow pattern in labyrinth weirs;
Analysis of the design of energy-dissipating structure in spillways
Preface; Keynote lectures: Technical manual: Overtopping protection for
dams; Review of embankment dam protections and a design methodology for
downstream rockfill toes; Flood overtopping protection for concrete dams;
Failure of embankment dams due to overtopping or accidental leakage; Dam
failures of embankment dams caused by overtopping or accidental leakage
-New aspects for breach widening and deepening processes; Failure of dams
due to overtopping - A historical prospective; Overtopping and internal
erosion on small dams in Burkina Faso; Failure of the downstream shoulder
of rockfill dams in overtopping or accidental leakage scenario; Structural
failure of the clay core or the upstream face of rockfill dams in
overtopping scenario; Simulation of the beginning of failure in rockfill
dams caused by overtopping; CFD study of the time dependent flow pattern
around the slope of rockfill dams in overtopping scenario; Soft protections
for embankment dams: Design of overtopping-resistant rockfill dams;
Isoresistant double slope for the optimization of overtopping-resistant
rockfill dams; Practical challenges and experience from large-scale
overtopping tests with placed riprap; Hard protections for embankment dams:
Continuously-reinforced concrete slab spillways built over embankment dams
in Spain: Molino de la Hoz and Llodio Dams; Comprehensive literature review
on dam overtopping incidents; Barriga Dam spillway: a case study of
wedge-shaped blocks technology; Physical and numerical modeling for
understanding the hydraulic behaviour of Wedge-Shaped-Blocks spillways;
Masonry dams failure due to overtopping and its protections Failures of
masonry or concrete dams by overtopping;Laboratory measurements and
numerical simulations of overtopping nappe impingement jets;
Characterization of the dynamic actions and scour estimation downstream of
a dam; Highly-converging chutes as an overtopping protection for concrete
dams: physical and numerical modelling; Miscellaneous:Probabilistic methods
for hydrologic dam safety analysis; Two-dimensional direct rainfall
hydraulic models applied to direct calculationof hydrologic events in dams
to prevent overtopping CFD analysis of flow pattern in labyrinth weirs;
Analysis of the design of energy-dissipating structure in spillways
dams; Review of embankment dam protections and a design methodology for
downstream rockfill toes; Flood overtopping protection for concrete dams;
Failure of embankment dams due to overtopping or accidental leakage; Dam
failures of embankment dams caused by overtopping or accidental leakage
-New aspects for breach widening and deepening processes; Failure of dams
due to overtopping - A historical prospective; Overtopping and internal
erosion on small dams in Burkina Faso; Failure of the downstream shoulder
of rockfill dams in overtopping or accidental leakage scenario; Structural
failure of the clay core or the upstream face of rockfill dams in
overtopping scenario; Simulation of the beginning of failure in rockfill
dams caused by overtopping; CFD study of the time dependent flow pattern
around the slope of rockfill dams in overtopping scenario; Soft protections
for embankment dams: Design of overtopping-resistant rockfill dams;
Isoresistant double slope for the optimization of overtopping-resistant
rockfill dams; Practical challenges and experience from large-scale
overtopping tests with placed riprap; Hard protections for embankment dams:
Continuously-reinforced concrete slab spillways built over embankment dams
in Spain: Molino de la Hoz and Llodio Dams; Comprehensive literature review
on dam overtopping incidents; Barriga Dam spillway: a case study of
wedge-shaped blocks technology; Physical and numerical modeling for
understanding the hydraulic behaviour of Wedge-Shaped-Blocks spillways;
Masonry dams failure due to overtopping and its protections Failures of
masonry or concrete dams by overtopping;Laboratory measurements and
numerical simulations of overtopping nappe impingement jets;
Characterization of the dynamic actions and scour estimation downstream of
a dam; Highly-converging chutes as an overtopping protection for concrete
dams: physical and numerical modelling; Miscellaneous:Probabilistic methods
for hydrologic dam safety analysis; Two-dimensional direct rainfall
hydraulic models applied to direct calculationof hydrologic events in dams
to prevent overtopping CFD analysis of flow pattern in labyrinth weirs;
Analysis of the design of energy-dissipating structure in spillways