Journal of Waterway Port Coastal and Ocean Engineering 2002: Vol 128 Index

7 Pages·2002·1.8 MB·English

2002 ANNUAL INDEX
Civil Engineering Database Keyword Index
The Civil Engineering Database (CEDB) is Breakwaters Erosion
designed to provide free, easy bibliographic Diffraction by a Gap in an Infinite Permeable Lagoon Restoration near Ephemeral River Mouth.
access to all ASCE publications. The database Breakwater. — M. K. Bowen and P. Mclver; — Howard H. Chang, Daniel Pearson, and
covers ASCE documents published since 1972. It 128(1), 2-9 (2002). Samir Tanious; 128(2), 79-87 (2002).
provides access to all the journals, conference Analytical Model for Response of Seabed beneath Estimating Boat-Wake-Induced Levee Erosion
proceedings, books, standards, manuals, Composite Breakwater to Wave. — Takahiro using Sediment Suspension Measurements. —
magazines, and newspapers. The index terms Kumagai and Mostafa A. Foda; 128(2), 62-71 Bernard O. Bauer, Mark S. Lorang, and
below were assigned to papers published in this (2002). Douglas J. Sherman; 128(4), 152-62 (2002).
journal during 2002 from a CEDB keyword Berm Breakwaters: Stone Breaking Strength. — Predicting Bed Scour on the Continental Shelf
list. The CEDB and keyword list can be accessed Alf Tgrum, Stein R. Krogh, and Svein Field; during Hurricane Andrew. — Timothy R. Keen
on the Web = at = Attp://www.pubs.asce.org/ 128(4), 163-72 (2002). and Scott M. Glenn; 128(6), 249-57 (2002).
cedbsrch.html. California
Experimentation
Lagoon Restoration near Ephemeral River Mouth.
Experimental and Theoretical Analyses of Internal
Amplitude — Howard H. Chang, Daniel Pearson, and
Waves of Finite Amplitude. — Motohiko
Experimental and Theoretical Analyses of Internal Samir Tanious; 128(2), 79-87 (2002).
Umeyama; 128(3), 133-41 (2002).
Waves of Finite Amplitude. —Motohiko Estimating Boat-Wake-Induced Levee Erosion
Umeyama; 128(3), 133-41 (2002). using Sediment Suspension Measurements. — Florida
Analytical techniques Bernard O. Bauer, Mark S. Lorang, and Modeling Winter Circulation in Lake
Analytical Model for Response of Seabed beneath Douglas J. Sherman; 128(4), 152-62 (2002). Okeechobee, Florida. — Kang-Ren Jin, Zhen-
Composite Breakwater to Wave. —Takahiro Case reports Gang Ji, and John H. Hamrick; 128(3), 114-25
Kumagai and Mostafa A. Foda; 128(2), 62-71 Reliability-Based Risk Assessment in Coastal (2002).
(2002). Projects: Case Study in Turkey. — Can Elmar Freight terminal
Anisotropy Balas and Aysen Ergin; 128(2), 52-61 (2002). Simulation Study of Container Terminal
Simplified Solutions for Wave-Induced Response Coastal structures Performance. — Ki-Chan Nam, Kyu-Seok
of Anisotropic Seabed. —Masatoshi Yuhi and Reliability-Based Risk Assessment in Coastal Kwak, and Myoung-Suk Yu; 128(3), 126-32
Hajime Ishida; 128(1), 46-50 (2002). Projects: Case Study in Turkey. —Can Elmar (2002).
Balas and Aysen Ergin; 128(2), 52-61 (2002).
Baltic Sea Harbors
Composite water structures
Modeling Nearshore Bed Topography with Water Waves in Harbor Areas: Appreciation of
Analytical Model for Response of Seabed beneath
Principal Oscillation Patterns. —Grzegorz Open Boundary Conditions. —Philippe
Composite Breakwater to Wave. —-Takahiro
Rozynski and Henk Jansen; 128(5), 202-15 Sergent, Frangois Ropert, Olivier Orcel,
Kumagai and Mostafa A. Foda; 128(2), 62-71
(2002). Menouar Houari, Denis Duhamel, and Gouri
(2002).
Beaches Dhatt; 128(5), 184-9 (2002).
Container shipping
Sand Suspension and Transport on Equilibrium Simulation Study of Container Terminal Hurricanes
Beach. — Nobuhisa Kobayashi and Yukiko Performance. — Ki-Chan Nam, Kyu-Seok Predicting Bed Scour on the Continental Shelf
Tega; 128(6), 238-48 (2002). Kwak, and Myoung-Suk Yu; 128(3), 126-32 during Hurricane Andrew. —Timothy R. Keen
Bed ripples (2002). and Scott M. Glenn; 128(6), 249-57 (2002).
Propagation of Water Waves over Rigid Rippled
Currents Hydrodynamics
Beds. — Ching-Jer Huang and Chih-Ming
Wave Pressure Gauge Analysis with Current. Modeling Winter Circulation in Lake
Dong; 128(5), 190-201 (2002).
—Jane McKee Smith; 128(6), 271-5 (2002). Okeechobee, Florida. —Kang-Ren Jin, Zhen-
Pickup from Rippled Beds in Oscillatory Flow.
Damping Gang Ji, and John H. Hamrick; 128(3), 114-25
—John F. A. Sleath and S. Wallbridge; 128(6),
Finite-Volume Models for Unidirectional, (2002).
228-37 (2002).
Nonlinear, Dispersive Waves. —Scott F. Internal waves
Beds Bradford and Brett F. Sanders; 128(4), 173-82 Experimental and Theoretical Analyses of Internal
Propagation of Water Waves over Rigid Rippled (2002). Waves of Finite Amplitude. —Motohiko
Beds. — Ching-Jer Huang and Chih-Ming Deep water Umeyama; 128(3), 133-41 (2002).
Dong; 128(5), 190-201 (2002). Detection of Breaking in a Deep Water Wave
Boundary conditions Record. — Charles-Alexandre Zimmermann Lagoons
Water Waves in Harbor Areas: Appreciation of and Richard Seymour; 128(2), 72-8 (2002). Lagoon Restoration near Ephemeral River Mouth.
Open Boundary Conditions. —Philippe Dispersion relations —Howard H. Chang, Daniel Pearson, and
Sergent, Frangois Ropert, Olivier Orcel, Effect of Wave Height on Cross-Shore Solute Samir Tanious; 128(2), 79-87 (2002).
Menouar Houari, Denis Duhamel, and Gouri Mixing. — J. M. Pearson, I. Guymer, J. R. Lakes
Dhatt; 128(5), 184-9 (2002). West, and L. E. Coates; 128(1), 10-20 (2002). Modeling Winter Circulation in Lake
Boundary layers Dredge spoil Okeechobee, Florida. —Kang-Ren Jin, Zhen-
Two-Equation Turbulence Models for Smooth Near-Field Behavior of Dredging Spill in Shallow Gang Ji, and John H. Hamrick; 128(3), 114-25
Oscillatory Boundary Layers. —Ahmad Sana Water. —J. C. Winterwerp; 128(2), 96-8 (2002).
and Eng Ban Shuy; 128(1), 38-45 (2002). (2002). Levees
Breaking waves Environmental impacts Estimating Boat-Wake-Induced Levee Erosion
Detection of Breaking in a Deep Water Wave Lagoon Restoration near Ephemeral River Mouth. using Sediment Suspension Measurements.
Record. — Charles-Alexandre Zimmermann —Howard H. Chang, Daniel Pearson, and —Bernard O. Bauer, Mark S. Lorang, and
and Richard Seymour; 128(2), 72-8 (2002). Samir Tanious; 128(2), 79-87 (2002). Douglas J. Sherman; 128(4), 152-62 (2002).
278 / JOURNAL OF WATERWAY, PORT, COASTAL, AND OCEAN ENGINEERING / NOVEMBER/DECEMBER 2002
2002 ANNUAL INDEX
Civil Engineering Database Keyword Index
The Civil Engineering Database (CEDB) is Breakwaters Erosion
designed to provide free, easy bibliographic Diffraction by a Gap in an Infinite Permeable Lagoon Restoration near Ephemeral River Mouth.
access to all ASCE publications. The database Breakwater. — M. K. Bowen and P. Mclver; — Howard H. Chang, Daniel Pearson, and
covers ASCE documents published since 1972. It 128(1), 2-9 (2002). Samir Tanious; 128(2), 79-87 (2002).
provides access to all the journals, conference Analytical Model for Response of Seabed beneath Estimating Boat-Wake-Induced Levee Erosion
proceedings, books, standards, manuals, Composite Breakwater to Wave. — Takahiro using Sediment Suspension Measurements. —
magazines, and newspapers. The index terms Kumagai and Mostafa A. Foda; 128(2), 62-71 Bernard O. Bauer, Mark S. Lorang, and
below were assigned to papers published in this (2002). Douglas J. Sherman; 128(4), 152-62 (2002).
journal during 2002 from a CEDB keyword Berm Breakwaters: Stone Breaking Strength. — Predicting Bed Scour on the Continental Shelf
list. The CEDB and keyword list can be accessed Alf Tgrum, Stein R. Krogh, and Svein Field; during Hurricane Andrew. — Timothy R. Keen
on the Web = at = Attp://www.pubs.asce.org/ 128(4), 163-72 (2002). and Scott M. Glenn; 128(6), 249-57 (2002).
cedbsrch.html. California
Experimentation
Lagoon Restoration near Ephemeral River Mouth.
Experimental and Theoretical Analyses of Internal
Amplitude — Howard H. Chang, Daniel Pearson, and
Waves of Finite Amplitude. — Motohiko
Experimental and Theoretical Analyses of Internal Samir Tanious; 128(2), 79-87 (2002).
Umeyama; 128(3), 133-41 (2002).
Waves of Finite Amplitude. —Motohiko Estimating Boat-Wake-Induced Levee Erosion
Umeyama; 128(3), 133-41 (2002). using Sediment Suspension Measurements. — Florida
Analytical techniques Bernard O. Bauer, Mark S. Lorang, and Modeling Winter Circulation in Lake
Analytical Model for Response of Seabed beneath Douglas J. Sherman; 128(4), 152-62 (2002). Okeechobee, Florida. — Kang-Ren Jin, Zhen-
Composite Breakwater to Wave. —Takahiro Case reports Gang Ji, and John H. Hamrick; 128(3), 114-25
Kumagai and Mostafa A. Foda; 128(2), 62-71 Reliability-Based Risk Assessment in Coastal (2002).
(2002). Projects: Case Study in Turkey. — Can Elmar Freight terminal
Anisotropy Balas and Aysen Ergin; 128(2), 52-61 (2002). Simulation Study of Container Terminal
Simplified Solutions for Wave-Induced Response Coastal structures Performance. — Ki-Chan Nam, Kyu-Seok
of Anisotropic Seabed. —Masatoshi Yuhi and Reliability-Based Risk Assessment in Coastal Kwak, and Myoung-Suk Yu; 128(3), 126-32
Hajime Ishida; 128(1), 46-50 (2002). Projects: Case Study in Turkey. —Can Elmar (2002).
Balas and Aysen Ergin; 128(2), 52-61 (2002).
Baltic Sea Harbors
Composite water structures
Modeling Nearshore Bed Topography with Water Waves in Harbor Areas: Appreciation of
Analytical Model for Response of Seabed beneath
Principal Oscillation Patterns. —Grzegorz Open Boundary Conditions. —Philippe
Composite Breakwater to Wave. —-Takahiro
Rozynski and Henk Jansen; 128(5), 202-15 Sergent, Frangois Ropert, Olivier Orcel,
Kumagai and Mostafa A. Foda; 128(2), 62-71
(2002). Menouar Houari, Denis Duhamel, and Gouri
(2002).
Beaches Dhatt; 128(5), 184-9 (2002).
Container shipping
Sand Suspension and Transport on Equilibrium Simulation Study of Container Terminal Hurricanes
Beach. — Nobuhisa Kobayashi and Yukiko Performance. — Ki-Chan Nam, Kyu-Seok Predicting Bed Scour on the Continental Shelf
Tega; 128(6), 238-48 (2002). Kwak, and Myoung-Suk Yu; 128(3), 126-32 during Hurricane Andrew. —Timothy R. Keen
Bed ripples (2002). and Scott M. Glenn; 128(6), 249-57 (2002).
Propagation of Water Waves over Rigid Rippled
Currents Hydrodynamics
Beds. — Ching-Jer Huang and Chih-Ming
Wave Pressure Gauge Analysis with Current. Modeling Winter Circulation in Lake
Dong; 128(5), 190-201 (2002).
—Jane McKee Smith; 128(6), 271-5 (2002). Okeechobee, Florida. —Kang-Ren Jin, Zhen-
Pickup from Rippled Beds in Oscillatory Flow.
Damping Gang Ji, and John H. Hamrick; 128(3), 114-25
—John F. A. Sleath and S. Wallbridge; 128(6),
Finite-Volume Models for Unidirectional, (2002).
228-37 (2002).
Nonlinear, Dispersive Waves. —Scott F. Internal waves
Beds Bradford and Brett F. Sanders; 128(4), 173-82 Experimental and Theoretical Analyses of Internal
Propagation of Water Waves over Rigid Rippled (2002). Waves of Finite Amplitude. —Motohiko
Beds. — Ching-Jer Huang and Chih-Ming Deep water Umeyama; 128(3), 133-41 (2002).
Dong; 128(5), 190-201 (2002). Detection of Breaking in a Deep Water Wave
Boundary conditions Record. — Charles-Alexandre Zimmermann Lagoons
Water Waves in Harbor Areas: Appreciation of and Richard Seymour; 128(2), 72-8 (2002). Lagoon Restoration near Ephemeral River Mouth.
Open Boundary Conditions. —Philippe Dispersion relations —Howard H. Chang, Daniel Pearson, and
Sergent, Frangois Ropert, Olivier Orcel, Effect of Wave Height on Cross-Shore Solute Samir Tanious; 128(2), 79-87 (2002).
Menouar Houari, Denis Duhamel, and Gouri Mixing. — J. M. Pearson, I. Guymer, J. R. Lakes
Dhatt; 128(5), 184-9 (2002). West, and L. E. Coates; 128(1), 10-20 (2002). Modeling Winter Circulation in Lake
Boundary layers Dredge spoil Okeechobee, Florida. —Kang-Ren Jin, Zhen-
Two-Equation Turbulence Models for Smooth Near-Field Behavior of Dredging Spill in Shallow Gang Ji, and John H. Hamrick; 128(3), 114-25
Oscillatory Boundary Layers. —Ahmad Sana Water. —J. C. Winterwerp; 128(2), 96-8 (2002).
and Eng Ban Shuy; 128(1), 38-45 (2002). (2002). Levees
Breaking waves Environmental impacts Estimating Boat-Wake-Induced Levee Erosion
Detection of Breaking in a Deep Water Wave Lagoon Restoration near Ephemeral River Mouth. using Sediment Suspension Measurements.
Record. — Charles-Alexandre Zimmermann —Howard H. Chang, Daniel Pearson, and —Bernard O. Bauer, Mark S. Lorang, and
and Richard Seymour; 128(2), 72-8 (2002). Samir Tanious; 128(2), 79-87 (2002). Douglas J. Sherman; 128(4), 152-62 (2002).
278 / JOURNAL OF WATERWAY, PORT, COASTAL, AND OCEAN ENGINEERING / NOVEMBER/DECEMBER 2002
Limit states Offshore pipelines Revetments
Reliability-Based Risk Assessment in Coastal Numerical and Experimental Study of Offshore Risk Assessment of some Revetments in
Projects: Case Study in Turkey. — Can Elmar Pipeline Stability in Trench. — C. H. Jo, S. B. Southwest Wales, United Kingdom. — Can
Balas and Aysen Ergin; 128(2), 52-61 (2002). Lee, Y. S. Shin, S. G. Hong, and K. H. Min; Elmar Balas and Lale Balas; 128(5), 216-23
Louisiana 128(6), 258-70 (2002). (2002).
Predicting Bed Scour on the Continental Shelf Open channels Risk analysis
during Hurricane Andrew. — Timothy R. Keen Lagoon Restoration near Ephemeral River Mouth. Reliability-Based Risk Assessment in Coastal
and Scott M. Glenn; 128(6), 249-57 (2002). — Howard H. Chang, Daniel Pearson, and Projects: Case Study in Turkey. — Can Elmar
Measurement Samir Tanious; 128(2), 79-87 (2002). Balas and Aysen Ergin; 128(2), 52-61 (2002).
Estimating Boat-Wake-Induced Levee Erosion Oscillations Risk management
using Sediment Suspension Measurements. — Two-Equation Turbulence Models for Smooth Risk Assessment of some Revetments in
Bernard O. Bauer, Mark S. Lorang, and Oscillatory Boundary Layers. — Ahmad Sana Southwest Wales, United Kingdom. — Can
Douglas J. Sherman; 128(4), 152-62 (2002). and Eng Ban Shuy; 128(1), 38-45 (2002). Elmar Balas and Lale Balas; 128(5), 216-23
Mixing Modeling Nearshore Bed Topography with (2002).
Effect of Wave Height on Cross-Shore Solute Principal Oscillation Patterns. — Grzegorz Rivers
Mixing. — J. M. Pearson, I. Guymer, J. R. Rozynski and Henk Jansen; 128(5), 202-15 Lagoon Restoration near Ephemeral River Mouth.
West, and L. E. Coates; 128(1), 10-20 (2002). (2002). — Howard H. Chang, Daniel Pearson, and
Models Oscillatory flow Samir Tanious; 128(2), 79-87 (2002).
Pickup from Rippled Beds in Oscillatory Flow. —
Two-Equation Turbulence Models for Smooth Rubble-mound breakwaters
John F. A. Sleath and S. Wallbridge; 128(6),
Oscillatory Boundary Layers. — Ahmad Sana Reliability-Based Risk Assessment in Coastal
228-37 (2002).
and Eng Ban Shuy; 128(1), 38-45 (2002). Projects: Case Study in Turkey. — Can Elmar
Surf and Swash Zone Morphology Evolution Performance evaluation Balas and Aysen Ergin; 128(2), 52-61 (2002).
Induced by Nonlinear Waves. — Theophanis Simulation Study of Container Terminal Sand transport
V. Karambas and Christopher Koutitas; 128(3), Performance. — Ki-Chan Nam, Kyu-Seok Sand Suspension and Transport on Equilibrium
102-13 (2002). Kwak, and Myoung-Suk Yu; 128(3), 126-32 Beach. — Nobuhisa Kobayashi and Yukiko
Finite-Volume Models for Unidirectional, (2002). Tega; 128(6), 238-48 (2002).
Nonlinear, Dispersive Waves. — Scott F. Permeability
Scour
Bradford and Brett F. Sanders; 128(4), 173-82 Diffraction by a Gap in an Infinite Permeable
Predicting Bed Scour on the Continental Shelf
(2002). Breakwater. — M. K. Bowen and P. Mclver;
during Hurricane Andrew. — Timothy R. Keen
Morphology 128(1), 2-9 (2002). and Scott M. Glenn; 128(6), 249-57 (2002).
Surf and Swash Zone Morphology Evolution Pore pressure
Sea floor
Induced by Nonlinear Waves. — Theophanis Simplified Solutions for Wave-Induced Response
Simplified Solutions for Wave-Induced Response
V. Karambas and Christopher Koutitas; 128(3), of Anisotropic Seabed. — Masatoshi Yuhi and
of Anisotropic Seabed. — Masatoshi Yuhi and
102-13 (2002). Hajime Ishida; 128(1), 46-50 (2002).
Hajime Ishida; 128(1), 46-50 (2002).
Narrowband Poroelasticity Analytical Model for Response of Seabed beneath
Least Upper Bound Distribution for Nonlinear Simplified Solutions for Wave-Induced Response Composite Breakwater to Wave. — Takahiro
Wave Crests. — M. Aziz Tayfun and Jasem of Anisotropic Seabed. — Masatoshi Yuhi and Kumagai and Mostafa A. Foda; 128(2), 62-71
Al-Humoud; 128(4), 144-51 (2002). Hajime Ishida; 128(1), 46-50 (2002). (2002).
Nearshore Porous materials Modeling Nearshore Bed Topography with
Modeling Nearshore Bed Topography with Interaction of Waves and a Porous Tension Leg Principal Oscillation Patterns. — Grzegorz
Principal Oscillation Patterns. — Grzegorz Platform. — Wen-Kuei Ker and Chung-Pan Rozynski and Henk Jansen; 128(5), 202-15
Rozynski and Henk Jansen; 128(5), 202-15 Lee; 128(2), 88-95 (2002). (2002).
(2002). Prediction Sea water
Neural networks Water Level Observations and Short-Term Detection of Breaking in a Deep Water Wave
Water Level Observations and Short-Term Predictions Including Meteorological Events Record. — Charles-Alexandre Zimmermann
Predictions Including Meteorological Events for Entrance of Galveston Bay, Texas. — and Richard Seymour; 128(2), 72-8 (2002).
for Entrance of Galveston Bay, Texas. — Daniel T. Cox, Philippe Tissot, and Patrick Seasonal variations
Michaud; 128(1), 21-9 (2002).
Daniel T. Cox, Philippe Tissot, and Patrick Modeling Winter Circulation in Lake
Michaud; 128(1), 21-9 (2002). Pressure gages Okeechobee, Florida. — Kang-Ren Jin, Zhen-
Analysis of Wave Directional Spreading Using Wave Pressure Gauge Analysis with Current. — Gang Ji, and John H. Hamrick; 128(3), 114-25
Neural Networks. — M. C. Deo, D. S. Jane McKee Smith; 128(6), 271-5 (2002). (2002).
Gondane, and V. Sanil Kumar; 128(1), 30-7 Probability distributions Sediment suspension
(2002). Least Upper Bound Distribution for Nonlinear Estimating Boat-Wake-Induced Levee Erosion
Ni li ar resp Wave Crests. — M. Aziz Tayfun and Jasem using Sediment Suspension Measurements. —
Least Upper Bound Distribution for Nonlinear Al-Humoud; 128(4), 144-51 (2002). Bernard O. Bauer, Mark S. Lorang, and
Wave Crests. — M. Aziz Tayfun and Jasem Radiation Douglas J. Sherman; 128(4), 152-62 (2002).
Al-Humoud; 128(4), 144-51 (2002). Interaction of Waves and a Porous Tension Leg Sediment transport
Numerical models Platform. — Wen-Kuei Ker and Chung-Pan Surf and Swash Zone Morphology Evolution
Propagation of Water Waves over Rigid Rippled Lee; 128(2), 88-95 (2002). Induced by Nonlinear Waves. — Theophanis
Beds. — Ching-Jer Huang and Chih-Ming Reliability V. Karambas and Christopher Koutitas; 128(3),
Dong; 128(5), 190-201 (2002). Risk Assessment of some Revetments in 102-13 (2002).
Predicting Bed Scour on the Continental Shelf Southwest Wales, United Kingdom. — Can Pickup from Rippled Beds in Oscillatory Flow. —
during Hurricane Andrew. — Timothy R. Keen Elmar Balas and Lale Balas; 128(5), 216-23 John F. A. Sleath and S. Wallbridge; 128(6),
and Scott M. Glenn; 128(6), 249-57 (2002). (2002). 228-37 (2002).
Ocean waves Resonance Sedimentation
Interaction of Waves and a Porous Tension Leg Interaction of Waves and a Porous Tension Leg Lagoon Restoration near Ephemeral River Mouth.
Platform. — Wen-Kuei Ker and Chung-Pan Platform. — Wen-Kuei Ker and Chung-Pan — Howard H. Chang, Daniel Pearson, and
Lee; 128(2), 88-95 (2002). Lee; 128(2), 88-95 (2002). Samir Tanious; 128(2), 79-87 (2002).
JOURNAL OF WATERWAY, PORT, COASTAL, AND OCEAN ENGINEERING / NOVEMBER/DECEMBER 2002 / 279
Predicting Bed Scour on the Continental Shelf Sand Suspension and Transport on Equilibrium Water levels
during Hurricane Andrew. — Timothy R. Keen Beach. — Nobuhisa Kobayashi and Yukiko Water Level Observations and Short-Term
and Scott M. Glenn; 128(6), 249-57 (2002). Tega; 128(6), 238-48 (2002). Predictions Including Meteorological Events
Shallow water Surges for Entrance of Galveston Bay, Texas. —
Near-Field Behavior of Dredging Spill in Shallow Interaction of Waves and a Porous Tension Leg Daniel T. Cox, Philippe Tissot, and Patrick
Water. — J. C. Winterwerp; 128(2), 96-8 Platform. — Wen-Kuei Ker and Chung-Pan Michaud; 128(1), 21-9 (2002).
(2002). Lee; 128(2), 88-95 (2002). Water waves
Shear stress Suspension Diffraction by a Gap in an Infinite Permeable
Two-Equation Turbulence Models for Smooth Sand Suspension and Transport on Equilibrium Breakwater. — M. K. Bowen and P. Mclver;
Oscillatory Boundary Layers. — Ahmad Sana Beach. — Nobuhisa Kobayashi and Yukiko 128(1), 2-9 (2002).
and Eng Ban Shuy; 128(1), 38-45 (2002). Tega: 128(6), 238-48 (2002). Water Waves in Harbor Areas: Appreciation of
Ship motion Tension leg platforms Open Boundary Conditions. — Philippe
Estimating Boat-Wake-Induced Levee Erosion Interaction of Waves and a Porous Tension Leg Sergent, Frangois Ropert, Olivier Orcel,
using Sediment Suspension Measurements. — Platform. — Wen-Kuei Ker and Chung-Pan Menouar Houari, Denis Duhamel, and Gouri
Bernard O. Bauer, Mark S. Lorang, and Lee; 128(2), 88-95 (2002). Dhatt; 128(5), 184-9 (2002).
Douglas J. Sherman; 128(4), 152-62 (2002). Texas
Wave crests
Simulation Water Level Observations and Short-Term Least Upper Bound Distribution for Nonlinear
Simulation Study of Container Terminal Predictions Including Meteorological Events Wave Crests. — M. Aziz Tayfun and Jasem
Performance. — Ki-Chan Nam, Kyu-Seok for Entrance of Galveston Bay, Texas. —
Al-Humoud; 128(4), 144-51 (2002).
Kwak, and Myoung-Suk Yu; 128(3), 126-32 Daniel T. Cox, Philippe Tissot, and Patrick
(2002). Michaud; 128(1), 21-9 (2002). Wave diffraction
Finite-Volume Models for Unidirectional, Theories Diffraction by a Gap in an Infinite Permeable
Nonlinear, Dispersive Waves. — Scott F. Experimenta! and Theoretical Analyses of Internal Breakwater. — M. K. Bowen and P. Mclver;
Bradford and Brett F. Sanders; 128(4), 173-82 Waves of Finite Amplitude. — Motohiko 128(1), 2-9 (2002).
(2002). Umeyama; 128(3), 133-41 (2002). Wave dispersion
Numerical and Experimental Study of Offshore Tides Analysis of Wave Directional Spreading Using
Pipeline Stability in Trench. — C. H. Jo, S. B. Water Level Observations and Short-Term Neural Networks. — M. C. Deo, D. S.
Lee, Y. S. Shin, S. G. Hong, and K. H. Min; Predictions Including Meteorological Events Gondane, and V. Sanil Kumar; 128(1), 30-7
128(6), 258-70 (2002). for Entrance of Galveston Bay, Texas. — (2002).
Skewness Daniel T. Cox, Philippe Tissot, and Patrick Finite-Volume Models for Unidirectional,
Least Upper Bound Distribution for Nonlinear Michaud; 128(1), 21-9 (2002). Nonlinear, Dispersive Waves. — Scott F.
Wave Crests. — M. Aziz Tayfun and Jasem Topography Bradford and Brett F. Sanders; 128(4), 173-82
Al-Humoud; 128(4), 144-51 (2002). Modeling Nearshore Bed Topography with (2002).
Solutes Principal Oscillation Patterns. — Grzegorz Wave energy
Effect of Wave Height on Cross-Shore Solute Rozynski and Henk Jansen; 128(5), 202-15 Analysis of Wave Directional Spreading Using
Mixing. — J. M. Pearson, I. Guymer, J. R. (2002). Neural Networks. — M. C. Deo, D. S.
West, and L. E. Coates; 128(1), 10-20 (2002). Transport rate Gondane, and V. Sanil Kumar; 128(1), 30-7
Spills Pickup from Rippled Beds in Oscillatory Flow. — (2002).
Near-Field Behavior of Dredging Spill in Shallow John F. A. Sleath and S. Wallbridge; 128(6), Wave height
Water. — J. C. Winterwerp; 128(2), 96-8 228-37 (2002).
Effect of Wave Height on Cross-Shore Solute
(2002). Trenches Mixing. — J. M. Pearson, I. Guymer, J. R.
Stabilization Numerical and Experimental Study of Offshore West, and L. E. Coates; 128(1), 10-20 (2002).
Numerical and Experimental Study of Offshore Pipeline Stability in Trench. — C. H. Jo, S. B. Wave Pressure Gauge Analysis with Current. —
Pipeline Stability in Trench. — C. H. Jo, S. B Lee, Y. S. Shin, S. G. Hong, and K. H. Min;
Jane McKee Smith; 128(6), 271-5 (2002).
Lee, Y. S. Shin, S. G. Hong, and K. H. Min; 128(6), 258-70 (2002).
Wave pressures
128(6), 258-70 (2002). Turbulence
Analytical Model for Response of Seabed beneath
Statistics Two-Equation Turbulence Models for Smooth
Composite Breakwater to Wave. — Takahiro
Least Upper Bound Distribution for Nonlinear Oscillatory Boundary Layers. — Ahmad Sana
Kumagai and Mostafa A. Foda; 128(2), 62-71
Wave Crests. — M. Aziz Tayfun and Jasem and Eng Ban Shuy; 128(1), 38-45 (2002).
(2002).
Al-Humoud; 128(4), 144-51 (2002). Turkey
Wave Pressure Gauge Analysis with Current. —
Stones Reliability-Based Risk Assessment in Coastal
Jane McKee Smith; 128(6), 271-5 (2002).
Berm Breakwaters: Stone Breaking Strength. — Projects: Case Study in Turkey. — Can Elmar
Alf Torum, Stein R. Krogh, and Svein Field: Balas and Aysen Ergin; 128(2), 52-61 (2002). Wave propagation
128(4), 163-72 (2002). United Kingdom Finite-Volume Models for Unidirectional,
Nonlinear, Dispersive Waves. — Scott F.
Storm surges Effect of Wave Height on Cross-Shore Solute
Water Level Observations and Short-Term Mixing. — J. M. Pearson, I. Guymer, J. R. Bradford and Brett F. Sanders; 128(4), 173-82
Predictions Including Meteorological Events West, and L. E. Coates; 128(1), 10-20 (2002). (2002).
for Entrance of Galveston Bay, Texas. — Risk Assessment of some Revetments in Propagation of Water Waves over Rigid Rippled
Daniel T. Cox, Philippe Tissot, and Patrick Southwest Wales, United Kingdom. — Can Beds. — Ching-Jer Huang and Chih-Ming
Michaud; 128(1), 21-9 (2002). Elmar Balas and Lale Balas; 128(5), 216-23 Dong; 128(5), 190-201 (2002).
Strength (2002). Wave runup
Berm Breakwaters: Stone Breaking Strength. — Washington Surf and Swash Zone Morphology Evolution
Alf Torum, Stein R. Krogh, and Svein Fjeld; Wave Pressure Gauge Analysis with Current. — Induced by Nonlinear Waves. — Theophanis
128(4), 163-72 (2002). Jane McKee Smith; 128(6), 271-5 (2002). V. Karambas and Christopher Koutitas; 128(3),
Surf zone Water circulation 102-13 (2002).
Surf and Swash Zone Morphology Evolution Modeling Winter Circulation in Lake Waves
Induced by Nonlinear Waves. — Theophanis Okeechobee, Florida. — Kang-Ren Jin, Zhen- Simplified Solutions for Wave-Induced Response
V. Karambas and Christopher Koutitas; 128(3), Gang Ji, and John H. Hamrick; 128(3), 114-25 of Anisotropic Seabed. — Masatoshi Yuhi and
102-13 (2002). (2002). Hajime Ishida; 128(1), 46-50 (2002).
280 / JOURNAL OF WATERWAY, PORT, COASTAL, AND OCEAN ENGINEERING / NOVEMBER/DECEMBER 2002
Wetlands
Lagoon Restoration near Ephemeral River Mouth.
— Howard H. Chang, Daniel Pearson, and
Samir Tanious; 128(2), 79-87 (2002).
JOURNAL OF WATERWAY, PORT, COASTAL, AND OCEAN ENGINEERING / NOVEMBER/DECEMBER 2002 / 281
2002 ANNUAL INDEX
Author Index
Al-Humoud, Jasem Duhamel, Denis Hughes, Steven
Least Upper Bound Distribution for Nonlinear Water Waves in Harbor Areas: Appreciation of Review of Introduction to bed, bank and shore pro-
Wave Crests. —M Aziz Tayfun and Jasem Open Boundary Conditions. — Philippe Ser- tection by Gerrit J. Schiereck. — Steven
Al-Humoud; 128(4), 144-51 (2002). gent, Francois Ropert, Olivier Orcel, Menouar Hughes; 128(2), 99-100 (2002).
Houari, Denis Duhamel, and Gouri Dhatt;
Balas, Can Elmar Ishida, Hajime
128(5), 184-9 (2002).
Reliability-Based Risk Assessment in Coastal Simplified Solutions for Wave-Induced Response
Projects: Case Study in Turkey. —Can Elmar Ergin, Aysen of Anisotropic Seabed. — Masatoshi Yuhi and
Balas and Aysen Ergin; 128(2), 52-61 (2002). Reliability-Based Risk Assessment in Coastal Hajime Ishida; 128(1), 46-50 (2002).
Risk Assessment of some Revetments in Southwest Projects: Case Study in Turkey. — Can Elmar
Jansen, Henk
Wales, United Kingdom. —Can Elmar Balas Balas and Aysen Ergin; 128(2), 52-61 (2002).
Modeling Nearshore Bed Topography with Princi-
and Lale Balas; 128(5), 216-23 (2002).
Fjeld, Svein pal Oscillation Patterns. — Grzegorz Rozynski
Balas, Lale Berm Breakwaters: Stone Breaking Strength. — and Henk Jansen; 128(5), 202-15 (2002).
Risk Assessment of some Revetments in Southwest Alf Tgrum, Stein R. Krogh, and Svein Fjeld;
Ji, Zhen-Gang
Wales, United Kingdom. —Can Elmar Balas 128(4), 163-72 (2002).
Modeling Winter Circulation in Lake Okeechobee,
and Lale Balas; 128(5), 216-23 (2002).
Foda, Mostafa A. Florida. — Kang-Ren Jin, Zhen-Gang Ji, and
Bauer, Bernard O. Analytical Model for Response of Seabed beneath John H. Hamrick; 128(3), 114-25 (2002).
Estimating Boat-Wake-Induced Levee Erosion Composite Breakwater to Wave. — Takahiro
Jin, Kang-Ren
using Sediment Suspension Measurements. Kumagai and Mostafa A. Foda; 128(2), 62-71
Modeling Winter Circulation in Lake Okeechobee,
—Bernard O. Bauer, Mark S. Lorang, and Dou- (2002).
Florida. — Kang-Ren Jin, Zhen-Gang Ji, and
glas J. Sherman; 128(4), 152-62 (2002).
Glenn, Scott M. John H. Hamrick; 128(3), 114-25 (2002).
Bowen, M. K. Predicting Bed Scour on the Continental Shelf dur-
Jo, C. H.
Diffraction by a Gap in an Infinite Permeable ing Hurricane Andrew. — Timothy R. Keen and
Numerical and Experimental Study of Offshore
Breakwater. — M. K. Bowen and P. Mclver; Scott M. Glenn; 128(6), 249-57 (2002).
Pipeline Stability in Trench. — C. H. Jo, S. B.
128(1), 2-9 (2002).
Gondane, D. S. Lee, Y. S. Shin, S. G. Hong, and K. H. Min;
Bradford, Scott F. Analysis of Wave Directional Spreading Using 128(6), 258-70 (2002).
Finite-Volume Models for Unidirectional, Nonlin- Neural Networks. —M. C. Deo, D. S. Gondane,
Karambas, Theophanis V.
ear, Dispersive Waves. —Scott F. Bradford and and V. Sanil Kumar; 128(1), 30-7 (2002).
Brett F. Sanders; 128(4), 173-82 (2002). Surf and Swash Zone Morphology Evolution In-
Guymer, I. duced by Nonlinear Waves. —Theophanis V.
Chang, Howard H. Effect of Wave Height on Cross-Shore Solute Karambas and Christopher Koutitas; 128(3),
Lagoon Restoration near Ephemeral River Mouth. Mixing. — J. M. Pearson, I. Guymer, J. R. West, 102-13 (2002).
—Howard H. Chang, Daniel Pearson, and Samir and L. E. Coates; 128(1), 10-20 (2002).
Tanious; 128(2), 79-87 (2002). Keen, Timothy R.
Hall, Kevin R. Predicting Bed Scour on the Continental Shelf dur-
Coates, L. E. Review of Probabilistic design methods for vertical ing Hurricane Andrew. —Timothy R. Keen and
Effect of Wave Height on Cross-Shore Solute breakwaters by H. Oumeraci, A. Kortenhaus, W. Scott M. Glenn; 128(6), 249-57 (2002).
Mixing. — J. M. Pearson, I. Guymer, J. R. West, Allsop, M. de Groot, R. Crouch, H. Vrijling, and
and L. E. Coates; 128(1), 10-20 (2002). H. Voortman. —Kevin R. Hall; 128(5), 224-5 Ker, Wen-Kuei
(2002). Interaction of Waves and a Porous Tension Leg
Cox, Daniel T.
Platform. — Wen-Kuei Ker and Chung-Pan Lee;
Water Level Observations and Short-Term Predic- Hamrick, John H.
128(2), 88-95 (2002).
tions Including Meteorological Events for En- Modeling Winter Circulation in Lake Okeechobee,
trance of Galveston Bay, Texas. —Daniel T. Florida. —Kang-Ren Jin, Zhen-Gang Ji, and Kobayashi, Nobuhisa
Cox, Philippe Tissot, and Patrick Michaud; John H. Hamrick; 128(3), 114-25 (2002). Sand Suspension and Transport on Equilibrium
128(1), 21-9 (2002). Beach. — Nobuhisa Kobayashi and Yukiko
Hong, S. G.
Tega; 128(6), 238-48 (2002).
Deo, M. C. Numerical and Experimental Study of Offshore
Analysis of Wave Directional Spreading Using Pipeline Stability in Trench. —C. H. Jo, S. B. Koutitas, Christopher
Neural Networks. —M. C. Deo, D. S. Gondane, Lee, Y. S. Shin, S. G. Hong, and K. H. Min; Surf and Swash Zone Morphology Evolution In-
and V. Sanil Kumar; 128(1), 30-7 (2002). 128(6), 258-70 (2002). duced by Nonlinear Waves. —Theophanis V.
Karambas and Christopher Koutitas; 128(3),
Dhatt, Gouri Houari, Menouar
102-13 (2002).
Water Waves in Harbor Areas: Appreciation of Water Waves in Harbor Areas: Appreciation of
Open Boundary Conditions. —Philippe Sergent, Open Boundary Conditions. —Philippe Sergent, Kraus, Nicholas C.
Frangois Ropert, Olivier Orcel, Menouar Frangois Ropert, Olivier Orcel, Menouar Review of Coastal processes in tideless seas by R.
Houari, Denis Duhamel, and Gouri Dhatt; Houari, Denis Duhamel, and Gouri Dhatt; D. Kos’yan, N. V. Pykhov, and B. L. Edge.
128(5), 184-9 (2002). 128(5), 184-9 (2002). —Nicholas C. Kraus; 128(3), 142 (2002).
Dong, Chih-Ming Huang, Ching-Jer Krogh, Stein R.
Propagation of Water Waves over Rigid Rippled Propagation of Water Waves over Rigid Rippled Berm Breakwaters: Stone Breaking Strength. —Alf
Beds. — Ching-Jer Huang and Chih-Ming Beds. — Ching-Jer Huang and Chih-Ming Torum, Stein R. Krogh, and Svein Fjeld; 128(4),
Dong; 128(5), 190-201 (2002). Dong; 128(5), 190-201 (2002). 163-72 (2002).
282 / JOURNAL OF WATERWAY, PORT, COASTAL, AND OCEAN ENGINEERING / NOVEMBER/DECEMBER 2002
Kumagai, Takahiro Ropert, Francois Tanious, Samir
Analytical Model for Response of Seabed beneath Water Waves in Harbor Areas: Appreciation of Lagoon Restoration near Ephemeral River Mouth.
Composite Breakwater to Wave. — Takahiro Open Boundary Conditions. — Philippe Ser- — Howard H. Chang, Daniel Pearson, and
Kumagai and Mostafa A. Foda; 128(2), 62-71 gent, Francois Ropert, Olivier Orcel, Menouar Samir Tanious; 128(2), 79-87 (2002).
(2002). Houari, Denis Duhamel, and Gouri Dhatt:
Kwak, Kyu-Seok 128(5), 184-9 (2002). Tayfun, M. Aziz
Simulation Study of Container Terminal Least Upper Bound Distribution for Nonlinear
Performance. — Ki-Chan Nam, Kyu-Seok Rozynski, Grzegorz Wave Crests. — M. Aziz Tayfun and Jasem
Kwak, and Myoung-Suk Yu; 128(3), 126-32 Modeling Nearshore Bed Topography with Princi- Al-Humoud; 128(4), 144-51 (2002).
(2002). pal Oscillation Patterns. — Grzegorz Rozynski
and Henk Jansen; 128(5), 202-15 (2002). Tega, Yukiko
Lee, Chung-Pan
Sand Suspension and Transport on Equilibrium
Interaction of Waves and a Porous Tension Leg Sana, Ahmad
Beach. — Nobuhisa Kobayashi and Yukiko
Platform. — Wen-Kuei Ker and Chung-Pan Lee: Two-Equation Turbulence Models for Smooth Os-
Tega; 128(6), 238-48 (2002).
128(2), 88-95 (2002). cillatory Boundary Layers. — Ahmad Sana and
Lee, S. B. Eng Ban Shuy; 128(1), 38-45 (2002). Tissot, Philippe
Numerical and Experimental Study of Offshore Water Level Observations and Short-Term Predic-
Sanders, Brett F.
Pipeline Stability in Trench. — C. H. Jo, S. B. tions Including Meteorological Events for En-
Finite-Volume Models for Unidirectional, Nonlin-
Lee, Y. S. Shin, S. G. Hong, and K. H. Min; trance of Galveston Bay, Texas. — Daniel T.
ear, Dispersive Waves. — Scott F. Bradford and
128(6), 258-70 (2002). Cox, Philippe Tissot, and Patrick Michaud;
Brett F. Sanders; 128(4), 173-82 (2002).
Lorang, Mark S. 128(1), 21-9 (2002).
Estimating Boat-Wake-Induced Levee Erosion Sanil Kumar, V.
using Sediment Suspension Measurements. — Analysis of Wave Directional Spreading Using Torum, Alf
Bernard O. Bauer, Mark S. Lorang, and Douglas Neural Networks. — M. C. Deo, D. S. Gondane, Berm Breakwaters: Stone Breaking Strength. —
J. Sherman; 128(4), 152-62 (2002). and V. Sanil Kumar; 128(1), 30-7 (2002). Alf Torum, Stein R. Krogh, and Svein Field;
Mclver, P. Sergent, Philippe 128(4), 163-72 (2002).
Diffraction by a Gap in an Infinite Permeable Water Waves in Harbor Areas: Appreciation of Umeyama, Motohiko
Breakwater. — M. K. Bowen and P. Mclver; Open Boundary Conditions. — Philippe Ser- Experimental and Theoretical Analyses of Internal
128(1), 2-9 (2002).
gent, Francois Ropert, Olivier Orcel, Menouar Waves of Finite Amplitude. — Motohiko
Michaud, Patrick Houari, Denis Duhamel, and Gouri Dhatt; Umeyama; 128(3), 133-41 (2002).
Water Level Observations and Short-Term Predic-
128(5), 184-9 (2002).
tions Including Meteorological Events for En- Wallbridge, S.
trance of Galveston Bay, Texas. — Daniel T. Seymour, Richard Pickup from Rippled Beds in Oscillatory Flow. —
Cox, Philippe Tissot, and Patrick Michaud; Detection of Breaking in a Deep Water Wave John F. A. Sleath and S. Wallbridge; 128(6),
128(1), 21-9 (2002). Record. — Charles-Alexandre Zimmermann 228-37 (2002).
Min, K. H. and Richard Seymour; 128(2), 72-8 (2002).
West, J. R.
Numerical and Experimental Study of Offshore Sherman, Douglas J. Effect of Wave Height on Cross-Shore Solute
Pipeline Stability in Trench. — C. H. Jo, S. B. Estimating Boat-Wake-Induced Levee Erosion Mixing. — J. M. Pearson, I. Guymer, J. R. West,
Lee, Y. S. Shin, S. G. Hong, and K. H. Min; using Sediment Suspension Measurements. —
128(6), 258-70 (2002). and L. E. Coates; 128(1), 10-20 (2002).
Bernard O. Bauer, Mark S. Lorang, and Douglas
Nam, Ki-Chan J. Sherman; 128(4), 152-62 (2002). Winterwerp, J. C.
Simulation Study of Container Terminal Near-Field Behavior of Dredging Spill in Shallow
Performance. Ki-Chan Nam, Kyu-Seok Shin, Y. S. Water. — J. C. Winterwerp; 128(2), 96-8 (2002).
Kwak, and Myoung-Suk Yu; 128(3), 126-32 Numerical and Experimental Study of Offshore
(2002). Pipeline Stability in Trench. — C. H. Jo, S. B. Yu, Myoung-Suk
Lee, Y. S. Shin, S. G. Hong, and K. H. Min; Simulation Study of Container Terminal
Orcel, Olivier
Water Waves in Harbor Areas: Appreciation of 128(6), 258-70 (2002). Performance. — Ki-Chan Nam, Kyu-Seok
Open Boundary Conditions. — Philippe Ser- Shuy, Eng Ban Kwak, and Myoung-Suk Yu; 128(3), 126-32
gent, Francois Ropert, Olivier Orcel, Menouar Two-Equation Turbulence Models for Smooth Os- (2002).
Houari, Denis Duhamel, and Gouri Dhatt: cillatory Boundary Layers. — Ahmad Sana and Yuhi, Masatoshi
128(5), 184-9 (2002). Eng Ban Shuy; 128(1), 38-45 (2002). Simplified Solutions for Wave-Induced Response
Pearson, Daniel
Sleath, John F. A. of Anisotropic Seabed. — Masatoshi Yuhi and
Lagoon Restoration near Ephemeral River Mouth.
Pickup from Rippled Beds in Oscillatory Flow. — Hajime Ishida; 128(1), 46-50 (2002).
— Howard H. Chang, Daniel Pearson, and
Samir Tanious; 128(2), 79-87 (2002). John F. A. Sleath and S. Wallbridge; 128(6), Zimmermann, Charles-Alexandre
228-37 (2002).
Pearson, J. M. Detection of Breaking in a Deep Water Wave
Effect of Wave Height on Cross-Shore Solute Smith, Jane McKee Record. — Charles-Alexandre Zimmermann
Mixing. — J. M. Pearson, I. Guymer, J. R. West, Wave Pressure Gauge Analysis with Current. — and Richard Seymour; 128(2), 72-8 (2002).
and L. E. Coates; 128(1), 10-20 (2002). Jane McKee Smith; 128(6), 271-5 (2002).
JOURNAL OF WATERWAY, PORT, COASTAL, AND OCEAN ENGINEERING / NOVEMBER/DECEMBER 2002 / 283