000 08543nam a2200217#a 4500
001 vtls000014476
008 230822s1990 xx 000 0 eng d
020 _a0872627764
040 _aJPS
090 0 0 _aCOAST 627.52 COA
245 0 _aCoastal engineering 1990 vol.2 : proceedings of the twenty-second international conference, July 2-6 1990, Delft, The Netherlands / edited by Billy L. Edge.
260 _aNew York : American Society of Civil Engineers,
_c1990.
300 _a1117-2172p : ill., maps ; 24 cm.
504 _aIncludes bibliographical references and indexes.
505 _a84. Evolution of infra-gravity variance during a storm / P.A. Howd, J. Oltman-Shay, R. Holman and P.D. Komar 85. Theory versus experiments in two-dimensional surf beats / H.A. Schaffer, I.G. Jons son 86. Bottom pressures due to long waves: laboratory & field measurements / F Raichlen, J.D. Ramsden and J.R. Walker 87. Sea level rise: A probabilistic design problem / J.K. Vrijling and I.J.C.A. van Beurden 88. Near-field Tsunamis generated by three dimensional bed motions / J.-J Lee and J.J. Chang 89. Numerical 3-D current modelling of stratified seas / E.B. Rasmussen, H.J. Vested and L.C. Ekebjerg 90. Long wave interaction with steeply sloping structures / S.T. Grilli and I.A. Svendsen 91. North Sea winds on tides and storm surges / H.L. Tolman 92. Decomposition and interception of long waves by a submerged horizontal plate / H. Kojima, T. Ijima and A. Yoshida 93. Observations of the swash expression of far infra-gravity wave motions / R.A. Holman, PA. Howd, J.M. Oltman-Shay and P.D. Komar 94. Safety philosophy for dike design in the Netherlands / A.W.C.M. Vrouwenvelder and P. Struik 95. Dynamic stability of armor units. - ABEM approach / C. Chian and F. Gerritsen 96. Wave forces on cylindrical members at offshore structure / Y Mizuno, K. Tokikawa, M. Hirasawa, Y Nagai and T. Kadono 97. The effect of seawalls on long-term shoreline change rates for the southern Virginia ocean coastline / D.R. Basco 98. Rock slopes under irregular wave attack / N. Kobayashi, A. Wurjanto and D.T. Cox 99. Dynamic analysis of floating breakwater mooring systems / J.R. Headland and Vallianos
_a100. Wave induced pore pressure in rubble mound breakwaters / H. Oumeraci and H.W. Partenscky 101. Reduction of wave forces and overtopping by submerged structures in front of a vertical breakwater / B. Gonzales-Madrigal and J. Olwares Prud'Homme 102. Stability of breakwaters constructed on dredged sand mound / K. Yano, Y Mizuno, N. Umezawa and T. Yanase 103. Stability of low-crested and reef breakwaters / J.W. van der Meer and K.W. Pilarczyk 104. Forces on and particle motions around submerged structures in steep waves / J. Skourup and I.G. Jonsson 105. Reliability analysis of composite breakwaters protected with armor blocks / M. Yamamoto, K. Mizumura, T. Endo and N. Shiraishi 106. Stresses in Dolosse / H.F. Burcharth, L. Zhou, G.L. Howell and W.G. McDougal 107. Verification and practical use of block revetment design method / A. Burger, A. Bezuijen, K.W. Pilarczyk and M.K. Breteler 108. Rock armor stability formulae. influence of stone shape and layer thickness / A.P. Bradbury, J.-P Latham and N.W.H. Allsop 109. Reflection performance of rock armored slopes in random waves / N.W.H. Allsop 110. A model for breaking wave impact pressures / M.J. Cooker and D.H. Peregrine 111. Overtopping of solitary waves at model sea dikes / E. Ozhan and A.C. Yalciner 112. Permeability characteristics of rubble material - New formulae / R.W.K. Shih 113. Morison equation coefficients and data condition / R.T. Hudspeth 114. New criteria for granular filters and geotextile filters under revetments / K.J. Bakker, M.K. Breteler and H. den Adel 115. Wave forces on breakwater armor units / J. Juhl and O.J. Jensen
_a116. Effects of wave groups on the stability of rubble mound breakwaters / J.R. Medina, C. Fassardi and R.T. Hudspeth 117. Monitoring hydraulic loads on the eastern Scheldt storm surge barrier / L. Klatter, J. Konter and T. Jongeling 118. stresses in tetrapods: Results of large scale model tests / W.W. Burger, H. Oumeraci and H.W. Partenscky 119. Experiments on coastal protection submerged breakwaters: A way to look at the results / G. Gomez-Pina and J.M. Valdes Fernandez 120. Numerical simulation of the motion of a loose revetment block / A. Bezuijen, J. Wouters and H. den Adel 121. Wave pressure attenuation in breakwater armor layers / K.R. Hall 122. Concrete armor unit structural design criteria / C.D. Anglin, R.D. Scott and D.J. Turcke 123. A fundamental study on construction scheme for rubble foundation of deep water breakwater from hopper barges / Y. Matsumi 124. Resistance of grass-mat to wave attack / J.W. Seijffert and L. Philipse 125. Practical study on larger-scale cylindrical caisson breakwater in port of Kaohsiung / S.-D.Kuo 126. Arctic slope protection methods / C.B. Leidersdorf, P.E. Gadd and W.G. McDougal 127. Bragg reflection breakwater: A new shore protection method? / J. Bailard, J. DeVries, J.T. Kirby and R.T. Guza 128. Scale effect of wave force on armor units / T. Sakakiyama and R. Kajima 129. Trends in stability of dynamically stable breakwaters / J.S. Kao and K.R. Hall 130. Forces on vertical walls due to obliquely4ncident waves / C.-P Tsai and D.-S. Jeng 131. static and dynamic loading tests on the Haro armor unit / L. Van Damme, J. de Rouck, L. Taerwe R. Dedeyne and J. Degrieck
_a132. Determination of coefficients in Morison formula by a Kalrnan Filter / P. Wilde, E. Sobierajski and W. Romanczyk 133. Wave forces on vertical breakwater on reef coasts / E. Nakaza, S. Tsukayarna and M. Hino 134. Local scour around a large circular cylinder due to wave action / E. Saito, S. Sato and T. Shibayarna 135. Stability of dolosse with different waist thicknesses for irregular waves / A.H. Holtzhausen and J.A. Zwarnborn 136. Estimation of peak wave stresses in slender complex concrete armor units / G.L. Howell, H.R Burcharth and J.P. Rhee 137. Research of wave forces of breakwater in deep water area / H.-S.Hou 138. Dynamic revetments / J. Ahrens 139. Statistical approach of duration of extreme storms: consequences on breakwater damages / C. Teisson 140. Coastal defence alternative in the Netherlands / C.J. Louisse and T.J. Kuik 141. Reconstruction of the Holocene evolution of the Dutch Coast / T.J. Zitman, M.J.F. Stive and H.J. Wiersma 142. Long term changes in wind and wave climate on the north sea / F.M. Hoozemans 143. Sand budget of the Dutch coast / P. van Vessem and A. Stolk 144. Sand transport on the shore-face of the Holland coast / J.A. Roelvink and M.J.F. Stive 145. Cross-shore transport during storm surges / H.J. Steetzel 146. Prediction of coastline evolution for the Holland Coast / M.J. Dijkman, W.T. Bakker and J.H. de Vroeg 147. Morphologic response of tidal basins to changes / W.D. Eysink 148. Large-scale coastal evolution concept / M.J.F. Stive, J.A. Roelvink and H.J. de Vriend 149. Research on large-scale coastal behavior / J.H.J. Terwindt and J.A. Battjes 150. Beach and dune nourishment in the Netherlands / P. Roelse
_a151. Offshore sand extraction and near-shore profile nourishment / J.S.L.J. van Aiphen, EP. Hallie, J.S. Ribberink J.A. Roelvink and C.J. Louisse 152. Seaward coastal defense for the Dutch coast / M. Pluijm 153. The effect of shore-parallel offshore breakwater on the beaches at Ocean City, New Jersey / J.R. Weggel and S.C. Farrell 154. Shoreline response to a single transmissive detached breakwater / H. Hanson and N.C. Kraus 155. Flow-fine sediment hysteresis in sediment-stratified coastal waters / R.G. Costa and A.J. Mehta 156. Near-shore current patterns on barred beaches / D.G. Hazen, B. Greenwood and A.J. Bowen 157. Berm erosion due to long period waves / K. Katoh and S.-i. Yanagishima 158. A field experiment on breach growth in sand-dikes / P.J. Visser, J.K. Vrijling and H.J. Verhagen 159. Multi-scale near-shore and beach changes / R. Ostrowski, Z. Pruszak and R.B. Zeidler 160. Laboratory study on beach processes due to random waves / R. Nishi, M. Sato and K. Nakamura 161. A quasi-3D model for suspended sediment transport by currents and waves / I. Katopodi and J.S. Ribberink 162. Method of prediction of bar formation & migration / S.H. Houston and R.G. Dean 163. A micro-computer based quasi 3-D sediment transport model / M.H.G. Briand and J.W. Kamphuis
650 1 0 _aCoastal engineering
_vCongresses
700 _aEDGE, BILLY L.
942 _cMONO
990 _a1990
999 _a08492
_aVIRTUA00
_c10304
_d10304
003 JPS