LEADER 05531nam 2200697 a 450 001 9910462560403321 005 20200520144314.0 010 $a1-281-60357-0 010 $a9786613784261 010 $a981-4360-57-0 035 $a(CKB)2670000000230180 035 $a(EBL)982512 035 $a(OCoLC)804048958 035 $a(SSID)ssj0000719732 035 $a(PQKBManifestationID)12290567 035 $a(PQKBTitleCode)TC0000719732 035 $a(PQKBWorkID)10660180 035 $a(PQKB)10956336 035 $a(MiAaPQ)EBC982512 035 $a(WSP)00002738 035 $a(Au-PeEL)EBL982512 035 $a(CaPaEBR)ebr10583606 035 $a(CaONFJC)MIL378426 035 $a(EXLCZ)992670000000230180 100 $a20120808d2012 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aCoastal and ocean engineering practice$b[electronic resource] /$fedited by Young C. Kim 210 $aHackensack, N.J. $cWorld Scientific$d2012 215 $a1 online resource (379 p.) 225 0 $aSeries on coastal and ocean engineering practice ;$vv. 1 300 $aDescription based upon print version of record. 311 $a981-4360-56-2 320 $aIncludes bibliographical references. 327 $aContents; 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 327 $a1.4.2. 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 327 $a2.3. 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 327 $a2.6. 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 327 $a3.3.2.1. 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 327 $a3.3.10. Berm Breakwaters 330 $aSuccessful coastal and ocean engineering projects rely on practical experience with technical tools and knowledge available to the engineer. Often, problems arise from projects that are too complex for theoretical description, which require that engineers exercise sound judgment in addition to reliance on past practical experience. This book focuses on the latest technology applied in design and construction, effective engineering methodology, unique projects and problems, design and construction challenges, and other lessons learned. In addition, unique practices in planning, design, construc 410 0$aSeries on Coastal and Ocean Engineering Practice 606 $aHarbors$xMaintenance and repair 606 $aCoastal engineering 606 $aEngineering geology 608 $aElectronic books. 615 0$aHarbors$xMaintenance and repair. 615 0$aCoastal engineering. 615 0$aEngineering geology. 676 $a627/.58 701 $aKim$b Young C$0247627 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910462560403321 996 $aCoastal and ocean engineering practice$92219525 997 $aUNINA LEADER 01151nas 2200397- 450 001 9910503297903321 005 20230426213022.0 035 $a(CKB)5300000000020890 035 $a(CONSER)--2021270750 035 $a(OCoLC)985461367 035 $a(EXLCZ)995300000000020890 100 $a20210615b1uuu1914 k-- b 101 0 $ager 135 $aur||||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 04$aDie Bloomfield Germania 210 1$aBloomfield, Nebraska :$cLohmann & Liewer,$d-1914. 215 $a1 online resource 311 $a2768-6132 606 $aGermans$zNebraska$vNewspapers 606 $aGerman American newspapers 606 $aGerman American newspapers$2fast$3(OCoLC)fst00941297 606 $aGermans$2fast$3(OCoLC)fst00942100 607 $aNebraska$2fast 608 $aNewspapers.$2fast 615 0$aGermans 615 0$aGerman American newspapers. 615 7$aGerman American newspapers. 615 7$aGermans. 676 $a071.3 906 $aJOURNAL 912 $a9910503297903321 996 $aDie Bloomfield Germania$91898015 997 $aUNINA