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Coastal and ocean engineering practice [[electronic resource] /] / edited by Young C. Kim
| Coastal and ocean engineering practice [[electronic resource] /] / edited by Young C. Kim |
| Pubbl/distr/stampa | Hackensack, N.J., : World Scientific, 2012 |
| Descrizione fisica | 1 online resource (379 p.) |
| Disciplina | 627/.58 |
| Altri autori (Persone) | KimYoung C |
| Collana | Series on coastal and ocean engineering practice |
| Soggetto topico |
Harbors - Maintenance and repair
Coastal engineering Engineering geology |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-60357-0
9786613784261 981-4360-57-0 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Contents; Preface; The Editor; Contributors; 1. Impact of the Delta Works on the Recent Developments in Coastal Engineering Krystian W. Pilarczyk; 1.1. Introduction; 1.2. History; 1.3. Delta Works; 1.3.1. The Delta Project; 1.3.2. The Eastern Scheldt (Oosterschelde); 1.3.3. The Storm-Surge Barrier; 1.3.3.1. Eastern scheldt project; 1.3.3.2. Significance of the delta works; 1.3.3.3. Maeslant barrier: New storm-surge barrier at Rotterdam; 1.4. Contribution Delta Works to Developments in Hydraulic and Coastal Engineering; 1.4.1. Design Methodology and Innovative Execution
1.4.2. Closure Techniques: Sand Closures1.4.3. Scour and Bottom Protection; 1.4.4. Stability of Cover Layers; 1.4.4.1. Rubble structures and riprap; 1.4.4.2. Block revetments; 1.4.5. Filters; 1.4.6. Navigation Channels and Bank Protection; 1.4.7. Freshwater-Saltwater Separation Systems; 1.4.8. Materials and Systems; 1.4.8.1. Waste and industrial by-products as alternative materials; 1.4.8.2. Geosynthetics and geosystems; 1.5. Conclusions; References; 2. Coastal Structures in International Perspective Krystian W. Pilarczyk; 2.1. Introduction; 2.2. Problem Identification and Design Process 2.3. Developments and Future Needs in Polices and Design Philosophies2.3.1. Level of Protection; 2.3.2. Design Life; 2.3.3. Failure Modes and Partial Safety Factors; 2.3.4. Flood Protection and Management: Comparative Study for the North Sea Coast; 2.4. Manuals and Codes; 2.4.1. Future Design Requirements (Codes); 2.5. Design Techniques; 2.5.1. Design Methodology; 2.5.2. Level I Tools (Rules of Thumb); 2.5.3. Level III Tools (Models) and Input Parameters; 2.5.3.1. Models for input parameters; 2.5.4. Stability of Cover Layers: Some Examples; 2.5.5. Verification of Design 2.6. Developments in Materials and Systems: Some Examples2.6.1. Wastes and Industrial by-Products as Alternative Materials; 2.6.2. Geosynthetics and Durability; 2.6.3. Geosystems; 2.7. Technology Transfer, Capacity Building, and International Cooperation; 2.8. Conclusions and Recommendations; References; 3. Coastal Structures: Action from Waves and Ice Alf Tørum; 3.1. Introduction; 3.2. Different Types of Breakwaters; 3.3. Rubble-Mound Breakwater Hydraulics; 3.3.1. General Discussion on Rubble-Mound Breakwater Stability; 3.3.2. Conventional Rubble-Mound Breakwaters with Rock Armor 3.3.2.1. Derivation of some breakwater stability formulae3.3.2.2. Stability of breakwater armor layers; 3.3.2.2.1. Hudson Formula; 3.3.2.2.2. van der Meer Formulae; 3.3.2.2.3. van Gent et al.'s Formula; 3.3.3. Oblique Wave Attack; 3.3.4. Stability of Breakwater Head; 3.3.5. Stability of the Breakwater Toe; 3.3.6. Filter Layers; 3.3.7. Wave Overtopping; 3.3.8. Wave Forces on Wave Crest Screens; 3.3.9. Conventional Rubble-Mound Breakwaters with Concrete Armor Units; 3.3.9.1. Coreloc , one layer; 3.3.9.2. Cubes and tetrapods in two layers; 3.3.9.3. Accropodes R , one layer 3.3.10. Berm Breakwaters |
| Record Nr. | UNINA-9910462560403321 |
| Hackensack, N.J., : World Scientific, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Coastal and ocean engineering practice [[electronic resource] /] / edited by Young C. Kim
| Coastal and ocean engineering practice [[electronic resource] /] / edited by Young C. Kim |
| Pubbl/distr/stampa | Hackensack, N.J., : World Scientific, 2012 |
| Descrizione fisica | 1 online resource (379 p.) |
| Disciplina | 627/.58 |
| Altri autori (Persone) | KimYoung C |
| Collana | Series on coastal and ocean engineering practice |
| Soggetto topico |
Harbors - Maintenance and repair
Coastal engineering Engineering geology |
| ISBN |
1-281-60357-0
9786613784261 981-4360-57-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Contents; Preface; The Editor; Contributors; 1. Impact of the Delta Works on the Recent Developments in Coastal Engineering Krystian W. Pilarczyk; 1.1. Introduction; 1.2. History; 1.3. Delta Works; 1.3.1. The Delta Project; 1.3.2. The Eastern Scheldt (Oosterschelde); 1.3.3. The Storm-Surge Barrier; 1.3.3.1. Eastern scheldt project; 1.3.3.2. Significance of the delta works; 1.3.3.3. Maeslant barrier: New storm-surge barrier at Rotterdam; 1.4. Contribution Delta Works to Developments in Hydraulic and Coastal Engineering; 1.4.1. Design Methodology and Innovative Execution
1.4.2. Closure Techniques: Sand Closures1.4.3. Scour and Bottom Protection; 1.4.4. Stability of Cover Layers; 1.4.4.1. Rubble structures and riprap; 1.4.4.2. Block revetments; 1.4.5. Filters; 1.4.6. Navigation Channels and Bank Protection; 1.4.7. Freshwater-Saltwater Separation Systems; 1.4.8. Materials and Systems; 1.4.8.1. Waste and industrial by-products as alternative materials; 1.4.8.2. Geosynthetics and geosystems; 1.5. Conclusions; References; 2. Coastal Structures in International Perspective Krystian W. Pilarczyk; 2.1. Introduction; 2.2. Problem Identification and Design Process 2.3. Developments and Future Needs in Polices and Design Philosophies2.3.1. Level of Protection; 2.3.2. Design Life; 2.3.3. Failure Modes and Partial Safety Factors; 2.3.4. Flood Protection and Management: Comparative Study for the North Sea Coast; 2.4. Manuals and Codes; 2.4.1. Future Design Requirements (Codes); 2.5. Design Techniques; 2.5.1. Design Methodology; 2.5.2. Level I Tools (Rules of Thumb); 2.5.3. Level III Tools (Models) and Input Parameters; 2.5.3.1. Models for input parameters; 2.5.4. Stability of Cover Layers: Some Examples; 2.5.5. Verification of Design 2.6. Developments in Materials and Systems: Some Examples2.6.1. Wastes and Industrial by-Products as Alternative Materials; 2.6.2. Geosynthetics and Durability; 2.6.3. Geosystems; 2.7. Technology Transfer, Capacity Building, and International Cooperation; 2.8. Conclusions and Recommendations; References; 3. Coastal Structures: Action from Waves and Ice Alf Tørum; 3.1. Introduction; 3.2. Different Types of Breakwaters; 3.3. Rubble-Mound Breakwater Hydraulics; 3.3.1. General Discussion on Rubble-Mound Breakwater Stability; 3.3.2. Conventional Rubble-Mound Breakwaters with Rock Armor 3.3.2.1. Derivation of some breakwater stability formulae3.3.2.2. Stability of breakwater armor layers; 3.3.2.2.1. Hudson Formula; 3.3.2.2.2. van der Meer Formulae; 3.3.2.2.3. van Gent et al.'s Formula; 3.3.3. Oblique Wave Attack; 3.3.4. Stability of Breakwater Head; 3.3.5. Stability of the Breakwater Toe; 3.3.6. Filter Layers; 3.3.7. Wave Overtopping; 3.3.8. Wave Forces on Wave Crest Screens; 3.3.9. Conventional Rubble-Mound Breakwaters with Concrete Armor Units; 3.3.9.1. Coreloc , one layer; 3.3.9.2. Cubes and tetrapods in two layers; 3.3.9.3. Accropodes R , one layer 3.3.10. Berm Breakwaters |
| Record Nr. | UNINA-9910790318403321 |
| Hackensack, N.J., : World Scientific, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Coastal and ocean engineering practice / / edited by Young C. Kim
| Coastal and ocean engineering practice / / edited by Young C. Kim |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Hackensack, N.J., : World Scientific, 2012 |
| Descrizione fisica | 1 online resource (379 p.) |
| Disciplina | 627/.58 |
| Altri autori (Persone) | KimYoung C |
| Collana | Series on coastal and ocean engineering practice |
| Soggetto topico |
Harbors - Maintenance and repair
Coastal engineering Engineering geology |
| ISBN |
1-281-60357-0
9786613784261 981-4360-57-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Contents; Preface; The Editor; Contributors; 1. Impact of the Delta Works on the Recent Developments in Coastal Engineering Krystian W. Pilarczyk; 1.1. Introduction; 1.2. History; 1.3. Delta Works; 1.3.1. The Delta Project; 1.3.2. The Eastern Scheldt (Oosterschelde); 1.3.3. The Storm-Surge Barrier; 1.3.3.1. Eastern scheldt project; 1.3.3.2. Significance of the delta works; 1.3.3.3. Maeslant barrier: New storm-surge barrier at Rotterdam; 1.4. Contribution Delta Works to Developments in Hydraulic and Coastal Engineering; 1.4.1. Design Methodology and Innovative Execution
1.4.2. Closure Techniques: Sand Closures1.4.3. Scour and Bottom Protection; 1.4.4. Stability of Cover Layers; 1.4.4.1. Rubble structures and riprap; 1.4.4.2. Block revetments; 1.4.5. Filters; 1.4.6. Navigation Channels and Bank Protection; 1.4.7. Freshwater-Saltwater Separation Systems; 1.4.8. Materials and Systems; 1.4.8.1. Waste and industrial by-products as alternative materials; 1.4.8.2. Geosynthetics and geosystems; 1.5. Conclusions; References; 2. Coastal Structures in International Perspective Krystian W. Pilarczyk; 2.1. Introduction; 2.2. Problem Identification and Design Process 2.3. Developments and Future Needs in Polices and Design Philosophies2.3.1. Level of Protection; 2.3.2. Design Life; 2.3.3. Failure Modes and Partial Safety Factors; 2.3.4. Flood Protection and Management: Comparative Study for the North Sea Coast; 2.4. Manuals and Codes; 2.4.1. Future Design Requirements (Codes); 2.5. Design Techniques; 2.5.1. Design Methodology; 2.5.2. Level I Tools (Rules of Thumb); 2.5.3. Level III Tools (Models) and Input Parameters; 2.5.3.1. Models for input parameters; 2.5.4. Stability of Cover Layers: Some Examples; 2.5.5. Verification of Design 2.6. Developments in Materials and Systems: Some Examples2.6.1. Wastes and Industrial by-Products as Alternative Materials; 2.6.2. Geosynthetics and Durability; 2.6.3. Geosystems; 2.7. Technology Transfer, Capacity Building, and International Cooperation; 2.8. Conclusions and Recommendations; References; 3. Coastal Structures: Action from Waves and Ice Alf Tørum; 3.1. Introduction; 3.2. Different Types of Breakwaters; 3.3. Rubble-Mound Breakwater Hydraulics; 3.3.1. General Discussion on Rubble-Mound Breakwater Stability; 3.3.2. Conventional Rubble-Mound Breakwaters with Rock Armor 3.3.2.1. Derivation of some breakwater stability formulae3.3.2.2. Stability of breakwater armor layers; 3.3.2.2.1. Hudson Formula; 3.3.2.2.2. van der Meer Formulae; 3.3.2.2.3. van Gent et al.'s Formula; 3.3.3. Oblique Wave Attack; 3.3.4. Stability of Breakwater Head; 3.3.5. Stability of the Breakwater Toe; 3.3.6. Filter Layers; 3.3.7. Wave Overtopping; 3.3.8. Wave Forces on Wave Crest Screens; 3.3.9. Conventional Rubble-Mound Breakwaters with Concrete Armor Units; 3.3.9.1. Coreloc , one layer; 3.3.9.2. Cubes and tetrapods in two layers; 3.3.9.3. Accropodes R , one layer 3.3.10. Berm Breakwaters |
| Record Nr. | UNINA-9910822639803321 |
| Hackensack, N.J., : World Scientific, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||