Journal of Waterway Port Coastal and Ocean Engineering 2003: Vol 129 Index

7 Pages·2003·2.5 MB·English

2003 ANNUAL INDEX
Civil Engineering Database Subject Heading Index
The Civil Engineering Database (CEDB) is Breaking waves Costs
designed to provide free, easy bibliographic Beach-Profile Evolution under Spilling and Plung- Portable Meter System for Dry Weight Control in
access to all ASCE publications. The database ing Breakers. — Ping Wang, Bruce A. Ebersole, Dredging Hoppers. — Juan J. Munoz-Perez,
covers ASCE documents published since 1970. It and Ernest R. Smith; 129(1), 41-6 (2003). José M. Gutiérrez-Mas, J. Moreno, L. Espanol,
provides access to all the journals, conference Energy Balance Model for Breaking Solitary Wave L. Moreno, and A. Bernabeu; 129(2), 79-85
proceedings, books, standards, manuals, Runup. — Ying Li and Fredric Raichlen; 129(2), (2003).
magazines, and newspapers. The index terms 47-59 (2003). Modeling Dredging Project Cost Variations. —
below were assigned to papers published in this Breakwaters Trefor P. Williams; 129(6), 279-85 (2003).
journal during 2003 from a CEDB subject Hydrodynamic Performance Characteristics of Decommissioning Cost Functions in the Gulf of
heading list. The CEDB and subject heading list Quadrant Front-Face Pile-Supported Mexico. — Mark J. Kaiser, Allan G. Pulsipher ,
can be accessed on the Web- at Breakwater. — V. Sundar and B. V. V. Subbarao; and Robert C. Byrd; 129(6), 286-96 (2003).
http://www. pubs.asce.org/cedbsrch.htil. 129(1), 22-33 (2003). Cyclones
Tentative New Formula for Maximum Horizontal Modeling Tropical Cyclone Wave Population of the
Wave Forces Acting on Perforated Caisson. — Great Barrier Reef. — Thomas A. Hardy, Jason
Absorbers
El-Hafid Tabet-Aoul and Eloi Lambert; 129(1), D. McConochie, and Luciano B. Mason; 129(3),
Numerical Modeling of Wave Absorbers for Physi-
34-40 (2003). 104-13 (2003).
cal Wave Tanks. —Wojciech Sulisz; 129(1),
Caissons Cylinders
5-14 (2003).
Tentative New Formula for Maximum Horizontal Submerged Ordnance and Unrestrained Cylinder
Acoustic measurement Wave Forces Acting on Perforated Caisson. — Movement in Coastal Zone. — Gregory L. Wil-
Experimental and Numerical Investigation of Cut- El-Hafid Tabet-Aoul and Eloi Lambert; 129(1), liams and Robert E. Randall; 129(3), 136-45
ter Head Dredging Flows. —M. A. Dekker, N. 34-40 (2003). (2003).
P. Kruyt, M. den Burger, and W. J. Viasblom; Canada Databases
129(5), 203-9 (2003). Three-Dimensional Modeling of Tidal Circulation Modeling Dredging Project Cost Variations. —
Army in Bay of Fundy. — S. Sankaranarayanan and Trefor P. Williams; 129(6), 279-85 (2003).
Submerged Ordnance and Unrestrained Cylinder Deborah French McCay; 129(3), 114-23 (2003). Datum
Movement in Coastal Zone. —Gregory L. Will- China Trends in United States Tidal Datum Statistics and
iams and Robert E. Randall; 129(3), 136-45 Numerical Model for Wave Refraction-Diffraction Tide Range. —Reinhard E. Flick, Joseph F. Mur-
(2003). near Pearl River Estuary, China. —Y. Chen, ray, and Lesley C. Ewing; 129(4), 155-64
(2003).
Australia Onyx W. H. Wai, and Y. S. Li; 129(6), 260-9
Decks
Modeling Tropical Cyclone Wave Population of the (2003)
Statistical Modeling of Overtopping for Extreme
Great Barrier Reef. —Thomas A. Hardy, Jason Coastal environment
Waves on Fixed Deck. —Nobuhito Mori and
D. McConochie, and Luciano B. Mason; 129(3), Submerged Ordnance and Unrestrained Cylinder
Daniel T. Cox; 129(4), 165-73 (2003).
104-13 (2003). Movement in Coastal Zone. —Gregory L. Will-
Decommissioning
Barrier islands iams and Robert E. Randall; 129(3), 136-45 Decommissioning Cost Functions in the Gulf of
Vulnerability Indicators for Coastal Dunes. (2003). Mexico. — Mark J. Kaiser, Allan G. Pulsipher ,
—Elizabeth K. Judge, Margery F. Overton, and Coastal morphology and Robert C. Byrd; 129(6), 286-96 (2003).
John S. Fisher; 129(6), 270-8 (2003). Beach-Profile Evolution under Spilling and Plung- Degradation
Bays ing Breakers. —Ping Wang, Bruce A. Ebersole, Armor Stone Abrasion due to Displacements in Sea
Three-Dimensional Modeling of Tidal Circulation and Ernest R. Smith; 129(1), 41-6 (2003). Storms. —Giuseppe R. Tomasicchio, Alberto
in Bay of Fundy. —S. Sankaranarayanan and Coastal structures Lamberti, and Renata Archetti; 129(5), 229-32
Deborah French McCay; 129(3), 114-23 (2003). Tentative New Formula for Maximum Horizontal (2003).
Beach ercsion Wave Forces Acting on Perforated Caisson. Density stratification
Vulnerability Indicators for Coastal Dunes. —El-Hafid Tabet-Aoul and Eloi Lambert; Comparison of Laboratory and Theoretical Internal
—Elizabeth K. Judge, Margery F. Overton, and 129(1), 34-40 (2003). Solitary Wave Kinematics. —Sharon A. Walker,
John S. Fisher; 129(6), 270-8 (2003). Performance of Coastal Structures against Se- Alastair J. Martin, William J. Easson, and W.
quences of Hurricanes. —Nobuhisa Kobayashi, Alan B. Evans; 129(5), 210-8 (2003).
Beach nourishment Beatriz Pozueta, and Jeffrey A. Melby; 129(5), Displacement
Portable Meter System for Dry Weight Control in 219-28 (2003). Armor Stone Abrasion due to Displacements in Sea
Dredging Hoppers. —Juan J. Munoz-Perez, José
Compressibility Storms. —Giuseppe R. Tomasicchio, Alberto
M. Gutiérrez-Mas, J. Moreno, L. Espanol, L.
Compressibility and Permeability Correlations for Lamberti, and Renata Archetti; 129(5), 229-32
Moreno, and A. Bernabeu; i29(2), 79-85 (2003).
Fine-Grained Dredged Materials. —P. H. (2003).
Bed load Morris; 129(4), 188-91 (2003). Dredging
Role of Wave Pressure in Bedload Sediment Container shipping Portable Meter System for Dry Weight Control in
Transport. — Mostafa A. Foda; 129(6), 243-9 Simulation Analysis for Midterm Yard Planning in Dredging Hoppers. —Juan J. Munoz-Perez, José
(2003). Container Terminal. —Sgouris P. Sgouridis, M. Gutiérrez-Mas, J. Moreno, L. Espanol, L.
Boussinesq equations Dimitrios Makris, and Demos C. Angelides; Moreno, and A. Bernabeu; 129(2), 79-85 (2003).
Wave Simulations in Ponce de Leon Inlet Using 129(4), 178-87 (2003). Compressibility and Permeability Correlations for
Boussinesq Model. —Fengyan Shi, James T. Ship Traffic Modeling Methodology for Ports. Fine-Grained Dredged Materials. —P. H.
Kirby, Robert A. Dalrymple, and Qin Chen; —Dimitris Pachakis and Anne S. Kiremidjian; Morris; 129(4), 188-91 (2003).
129(3), 124-35 (2003). 129(5), 193-202 (2003). Experimental and Numerical Investigation of Cut-
JOURNAL OF WATERWAY, PORT, COASTAL AND OCEAN ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 301
ter Head Dredging Flows. — M. A. Dekker, N. Simple Equations to Calculate Fall Velocity and Least squares method
P. Kruyt, M. den Burger, and W. J. Vlasblom; Sediment Scale Parameter. — John P. Ahrens; Inverse Algorithm for Tsunami Forecasts. — Yong
129(5), 203-9 (2003). 129(3), 146-50 (2003). Wei, Kwok Fai Cheung, George D. Curtis, and
Modeling Dredging Project Cost Variations. — Gulf of Mexico Charles S. McCreery; 129(2), 60-9 (2003).
Trefor P. Williams; 129(6), 279-85 (2003). Decommissioning Cost Functions in the Gulf of Littoral drift
Dunes Mexico. — Mark J. Kaiser, Allan G. Pulsipher , Longshore Sediment Transport Rates on a Mi-
Vulnerability Indicators for Coastal Dunes. — and Robert C. Byrd; 129(6), 286-96 (2003). crotidal Estuarine Beach. — Karl F. Nordstrom,
Elizabeth K. Judge, Margery F. Overton, and Gusts Nancy L. Jackson, James R. Allen, and Douglas
John S. Fisher; 129(6), 270-8 (2003). Estimating Overwater Friction Velocity and Expo- J. Sherman; 129(1), 1-4 (2003).
Locks
Energy dissipation nent of Power-Law Wind Profile from Gust Fac-
Mooring Model Coefficients for Barge Tows in a
Energy Balance Model for Breaking Solitary Wave tor during Storms. — S. A. Hsu; 129(4), 174-7
Navigation Lock. — Richard L. Stockstill;
Runup. — Ying Li and Fredric Raichlen; 129(2), (2003).
129(5), 233-6 (2003).
47-59 (2003). Hawaii
Marine transportation
Estuaries Inverse Algorithm for Tsunami Forecasts. — Yong
Ship Traffic Modeling Methodology for Ports. —
Longshore Sediment Transport Rates on a Mi- Wei, Kwok Fai Cheung, George D. Curtis, and
Dimitris Pachakis and Anne S. Kiremidjian;
crotidal Estuarine Beach. — Karl F. Nordstrom, Charles S. McCreery; 129(2), 60-9 (2003).
129(5), 193-202 (2003).
Nancy L. Jackson, James R. Allen, and Douglas Hazards Mathematical models
J. Sherman; 129(1), 1-4 (2003). Vulnerability Indicators for Coastal Dunes. — Modeling of Flow Resistance in Mangrove Swamp
Fine-grained soils Elizabeth K. Judge, Margery F. Overton, and at Mouth of Tidal Keelung River, Taiwan. —
Compressibility and Permeability Correlations for John S. Fisher; 129(6), 270-8 (2003). Wen-Cheng Liu, Ming-Hsi Hsu, and Chi-Fang
Fine-Grained Dredged Materials. — P. H. Hurricanes Wang; 129(2), 86-92 (2003).
Morris; 129(4), 188-91 (2003). Estimating Overwater Friction Velocity and Expo- Measurement
Finite difference method nent of Power-Law Wind Profile from Gust Fac- Comparison of Laboratory and Theoretical Internal
Wave Simulations in Ponce de Leon Inlet Using tor during Storms. —S. A. Hsu; 129(4), 174-7 Solitary Wave Kinematics. —Sharon A. Walker,
Boussinesq Model. —Fengyan Shi, James T. (2003). Alastair J. Martin, William J. Easson, and W.
Kirby, Robert A. Dalrymple, and Qin Chen; Performance of Coastal Structures against Se- Alan B. Evans; 129(5), 210-8 (2003).
129(3), 124-35 (2003). quences of Hurricanes. —Nobuhisa Kobayashi, Models
Finite element method Beatriz Pozueta, and Jeffrey A. Melby; 129(5), Mooring Model Coefficients for Barge Tows in a
Experimental and Numerical Investigation of Cut- 219-28 (2003). Navigation Lock. —Richard L. Stockstill;
ter Head Dredging Flows. —M. A. Dekker, N. Vulnerability Indicators for Coastal Dunes. 129(5), 233-6 (2003).
P. Kruyt, M. den Burger, and W. J. Viasblom; —Elizabeth K. Judge, Margery F. Overton, and Mooring
129(5), 203-9 (2003). John S. Fisher; 129(6), 270-8 (2003). Behavior of a Moored LNG Ship in Swell Waves.
Numerical Model for Wave Refraction-Diffraction Hydrodynamics —W. van der Molen, H. Ligteringen, J. C. van
near Pearl River Estuary, China. —Y. Chen, Modeling of Flow Resistance in Mangrove Swamp der Lem, and J. C. M. de Waal; 129(1), 15-21
Onyx W. H. Wai, and Y. S. Li; 129(6), 260-9 at Mouth of Tidal Keelung River, Taiwan. (2003).
(2003). —Wen-Cheng Liu, Ming-Hsi Hsu, and Chi- Mooring Model Coefficients for Barge Tows in a
Floods Fang Wang; 129(2), 86-92 (2003). Navigation Lock. —Richard L. Stockstill;
Inverse Algorithm for Tsunami Forecasts. —Yong Three-Dimensional Modeling of Tidal Circulation 129(5), 233-6 (2003).
Wei, Kwok Fai Cheung, George D. Curtis, and in Bay of Fundy. —S. Sankaranarayanan and Navigation
Charles S. McCreery; 129(2), 60-9 (2003). Deborah French McCay; 129(3), 114-23 (2003). Mooring Model Coefficients for Barge Tows in a
Florida Impact Navigation Lock. —Richard L. Stockstill;
Wave Simulations in Ponce de Leon Inlet Using Fluid Motion Generated by Impact. —J. J. Mon- 129(5), 233-6 (2003).
Boussinesq Model. —Fengyan Shi, James T. aghan, A. Kos, and N. Issa; 129(6), 250-9 New York
Kirby, Robert A. Dalrymple, and Qin Chen; (2003). Longshore Sediment Transport Rates on a Mi-
129(3), 124-35 (2003). Inlets, waterways crotidal Estuarine Beach. —Karl F. Nordstrom,
Nancy L. Jackson, James R. Allen, and Douglas
Flow resistance Wave Simulations in Ponce de Leon Inlet Using
J. Sherman; 129(1), 1-4 (2003).
Modeling of Flow Resistance in Mangrove Swamp Boussinesq Model. —Fengyan Shi, James T.
at Mouth of Tidal Keelung River, Taiwan. Kirby, Robert A. Dalrymple, and Qin Chen; North Carolina
—Wen-Cheng Liu, Ming-Hsi Hsu, and Chi- 129(3), 124-35 (2003). Vulnerability Indicators for Coastal Dunes.
Fang Wang; 129(2), 86-92 (2003). Internal waves —Elizabeth K. Judge, Margery F. Overton, and
John S. Fisher; 129(6), 270-8 (2003).
Forecasting Comparison of Laboratory and Theoretical Internal
Numerical models
Inverse Algorithm for Tsunami Forecasts. —Yong Solitary Wave Kinematics. —Sharon A. Walker,
Numerical Modeling of Wave Absorbers for Physi-
Wei, Kwok Fai Cheung, George D. Curtis, and Alastair J. Martin, William J. Easson, and W.
cal Wave Tanks. —Wojciech Sulisz; 129(1),
Charles S. McCreery; 129(2), 60-9 (2003). Alan B. Evans; 129(5), 210-8 (2003).
5-14 (2003).
Freight terminals Kinematics
Wave Simulations in Ponce de Leon Inlet Using
Simulation Analysis for Midterm Yard Planning in Comparison of Laboratory and Theoretical Internal
Boussinesq Model. —Fengyan Shi, James T.
Container Terminal. —Sgouris P. Sgouridis, Solitary Wave Kinematics. —Sharon A. Walker,
Kirby, Robert A. Dalrymple, and Qin Chen;
Dimitrios Makris, and Demos C. Angelides; Alastair J. Martin, William J. Easson, and W.
129(3), 124-35 (2003).
129(4), 178-87 (2003). Alan B. Evans; 129(5), 210-8 (2003).
Numerical Model for Wave Refraction-Diffraction
Friction Lagrangian functions near Pearl River Estuary, China. —Y. Chen,
Estimating Overwater Friction Velocity and Expo- Fluid Motion Generated by Impact. —J. J. Mon- Onyx W. H. Wai, and Y. S. Li; 129(6), 260-9
nent of Power-Law Wind Profile from Gust Fac- aghan, A. Kos, and N. Issa; 129(6), 250-9 (2003).
tor during Storms. —S. A. Hsu; 129(4), 174-7 (2003). Offshore structures
(2003). Lagrangian method Tentative New Formula for Maximum Horizontal
Grain size Numerical Model for Wave Refraction-Diffraction Wave Forces Acting on Perforated Caisson.
A Simple Formula to Estimate Settling Velocity of near Pearl River Estuary, China. —Y. Chen, —El-Hafid Tabet-Aoul and Eloi Lambert;
Natural Sediments. —José A. Jiménez and Ole Onyx W. H. Wai, and Y. S. Li; 129(6), 260-9 129(1), 34-40 (2003).
S. Madsen; 129(2), 70-8 (2003). (2003). Decommissioning Cost Functions in the Gulf of
302 / JOURNAL OF WATERWAY, PORT, COASTAL AND OCEAN ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003
Mexico. — Mark J. Kaiser, Allan G. Pulsipher , Rubble-mound breakwaters Storm surges
and Robert C. Byrd; 129(6), 286-96 (2003). Performance of Coastal Structures against Se- Performance of Coastal Structures against Se-
Overtopping quences of Hurricanes. — Nobuhisa Kobayashi, quences of Hurricanes. — Nobuhisa Kobayashi,
Statistical Modeling of Overtopping for Extreme Beatriz Pozueta, and Jeffrey A. Melby; 129(5), Beatriz Pozueta, and Jeffrey A. Melby; 129(5),
Waves on Fixed Deck. — Nobuhito Mori and 219-28 (2003). 219-28 (2003).
Daniel T. Cox; 129(4), 165-73 (2003). Armor Stone Abrasion due to Displacements in Sea Storms
Performance of Coastal Structures against Se- Storms. — Giuseppe R. Tomasicchio, Alberto Estimating Overwater Friction Velocity and Expo-
quences of Hurricanes. — Nobuhisa Kobayashi, Lamberti, and Renata Archetti; 129(5), 229-32 nent of Power-Law Wind Profile from Gust Fac-
Beatriz Pozueta, and Jeffrey A. Melby; 129(5), (2003). tor during Storms. — S. A. Hsu: 129(4), 174-7
219-28 (2003). Sediment (2003).
A Simple Formula to Estimate Settling Velocity of Armor Stone Abrasion due to Displacements in Sea
Performance characteristics Natural Sediments. — José A. Jiménez and Ole Storms. — Giuseppe R. Tomasicchio, Alberto
Hydrodynamic Performance Characteristics of S. Madsen; 129(2), 70-8 (2003). Lamberti, and Renata Archetti; 129(5), 229-32
Quadrant Front-Face Pile-Supported Simple Equations to Calculate Fall Velocity and (2003).
Breakwater. — V. Sundar and B. V. V. Subbarao; Sediment Scale Parameter. — John P. Ahrens;
Swamps
129(1), 22-33 (2003). 129(3), 146-50 (2003).
Modeling of Flow Resistance in Mangrove Swamp
Performance evaluation Sediment transport at Mouth of Tidal Keelung River, Taiwan. —
Simulation Analysis for Midterm Yard Planning in Longshore Sediment Transport Rates on a Mi- Wen-Cheng Liu, Ming-Hsi Hsu, and Chi-Fang
Container Terminal. — Sgouris P. Sgouridis, crotidal Estuarine Beach. — Karl F. Nordstrom, Wang; 129(2), 86-92 (2003).
Dimitrios Makris, and Demos C. Angelides; Nancy L. Jackson, James R. Allen, and Douglas
Taiwan
129(4), 178-87 (2003). J. Sherman; 129(1), 1-4 (2003).
Modeling of Flow Resistance in Mangrove Swamp
Beach-Profile Evolution under Spilling and Plung-
Permeability at Mouth of Tidal Keelung River, Taiwan.
ing Breakers. — Ping Wang, Bruce A. Ebersole,
Compressibility and Permeability Correlations for —Wen-Cheng Liu, Ming-Hsi Hsu, and Chi-
and Ernest R. Smith; 129(1), 41-6 (2003).
Fine-Grained Dredged Materials. —P. H. Fang Wang; 129(2), 86-92 (2003).
Role of Wave Pressure in Bedload Sediment
Morris; 129/4), 188-91 (2003). Transport. — Mostafa A. Foda; 129(6), 243-9 Three-dimensional models
Piles (2003). Three-Dimensional Modeling of Tidal Circulation
Hydrodynamic Performance Characteristics of Settling velocity in Bay of Fundy. —S. Sankaranarayanan and
Quadrant Front-Face Pile-Supported A Simple Formula to Estimate Settling Velocity of Deborah French McCay; 129(3), 114-23 (2003).
Breakwater. — V. Sundar and B. V. V. Subbarao; Natural Sediments. —José A. Jiménez and Ole Tides
129(1), 22-33 (2003). S. Madsen; 129(2), 70-8 (2003). Trends in United States Tidal Datum Statistics and
Ports Simple Equations to Calculate Fall Velocity and Tide Range. —Reinhard E. Flick, Joseph F. Mur-
Simulation Analysis for Midterm Yard Planning in Sediment Scale Parameter. —John P. Ahrens; ray, and Lesley C. Ewing; 129(4), 155-64
Container Terminal. —Sgouris P. Sgouridis, 129(3), 146-50 (2003). (2003).
Dimitrios Makris, and Demos C. Angelides; Ships Tracers
129(4), 178-87 (2003). Behavior of a Moored LNG Ship in Swell Waves. Longshore Sediment Transport Rates on a Mi-
Ship Traffic Modeling Methodology for Ports. —W. van der Molen, H. Ligteringen, J. C. van crotidal Estuarine Beach. —Karl F. Nordstrom,
—Dimitris Pachakis and Anne S. Kiremidjian; der Lem, and J. C. M. de Waal; 129(1), 15-21 Nancy L. Jackson, James R. Allen, and Douglas
129(5), 193-202 (2003). (2003). J. Sherman; 129(1), 1-4 (2003).
Prediction Simulation Trip forecasting
Revisiting Wilson’s Formulas for Simplified Wind- Simulation Analysis for Midterm Yard Planning in Ship Traffic Modeling Methodology for Ports.
Wave Prediction. —Yoshimi Goda; 129(2), 93-5 Container Terminal. —Sgouris P. Sgouridis, —Dimitris Pachakis and Anne S. Kiremidjian;
(2003). Dimitrios Makris, and Demos C. Angelides; 129(5), 193-202 (2003).
Pressure distribution 129(4), 178-87 (2003). Tsunamis
Simulation models Inverse Algorithm for Tsunami Forecasts. —Yong
Tentative New Formula for Maximum Horizontal
Ship Traffic Modeling Methodology for Ports. Wei, Kwok Fai Cheung, George D. Curtis, and
Wave Forces Acting on Perforated Caisson.
—Dimitris Pachakis and Anne S. Kiremidjian; Charles S. McCreery; 129(2), 60-9 (2003).
—El-Hafid Tabet-Aoul and Eloi Lambert; 129(5), 193-202 (2003).
129(1), 34-40 (2003). U.S. Army Corps of Engineers
Solitary waves
Modeling Dredging Project Cost Variations.
Profiles Energy Balance Model for Breaking Solitary Wave
—Trefor P. Williams; 129(6), 279-85 (2003).
Beach-Profile Evolution under Spilling and Plung- Runup. —Ying Li and Fredric Raichlen; 129(2),
ing Breakers. —Ping Wang, Bruce A. Ebersole, 47-59 (2003). United States
Trends in United States Tidal Datum Statistics and
and Ernest R. Smith; 129(1), 41-6 (2003). Comparison of Laboratory and Theoretical Internal
Tide Range. —Reinhard E. Flick, Joseph F. Mur-
Reefs Solitary Wave Kinematics. —Sharon A. Walker,
ray, and Lesley C. Ewing; 129(4), 155-64
Modeling Tropical Cyclone Wave Population of the Alastair J. Martin, William J. Easson, and W.
(2003).
Great Barrier Reef. —Thomas A. Hardy, Jason Alan B. Evans; 129(5), 210-8 (2003).
D. McConochie, and Luciano B. Mason; 129(3), Statistical models Velocity profile
104-13 (2003). Statistical Modeling of Overtopping for Extreme Estimating Overwater Friction Velocity and Expo-
Waves on Fixed Deck. —Nobuhito Mori and nent of Power-Law Wind Profile from Gust Fac-
Regression models Daniel T. Cox; 129(4), 165-73 (2003). tor during Storms. —S. A. Hsu; 129(4), 174-7
Modeling Dredging Project Cost Variations. Statistics (2003).
—Trefor P. Williams; 129(6), 279-85 (2003).
Trends in United States Tidal Datum Statistics and Volume change
Rigid-body dynamics Tide Range. —Reinhard E. Flick, Joseph F. Mur- Armor Stone Abrasion due to Displacements in Sea
Fluid Motion Generated by Impact. —J. J. Mon- ray, and Lesley C. Ewing; 129(4), 155-64 Storms. —Giuseppe R. Tomasicchio, Alberto
aghan, A. Kos, and N. Issa; 129(6), 250-9 (2003). Lamberti, and Renata Archetti; 129(5), 229-32
(2003). Stones (2003).
Rivers Armor Stone Abrasion due to Displacements in Sea Water flow
Three-Dimensional Modeling of Tidal Circulation Storms. —Giuseppe R. Tomasicchio, Alberto Fluid Motion Generated by Impact. —J. J. Mon-
in Bay of Fundy. —S. Sankaranarayanan and Lamberti, and Renata Archetti; 129(5), 229-32 aghan, A. Kos, and N. Issa; 129(6), 250-9
Deborah French McCay; 129(3), 114-23 (2003). (2003). (2003).
JOURNAL OF WATERWAY, PORT, COASTAL AND OCEAN ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 303
Wave diffraction Wave pressure Wave tanks
Numerical Model for Wave Refraction-Diffraction Role of Wave Pressure in Bedload Sediment Numerical Modeling of Wave Absorbers for Physi-
near Pearl River Estuary, China. — Y. Chen, Transport. — Mostafa A. Foda; 129(6), 243-9 cal Wave Tanks. — Wojciech Sulisz; 129(1),
Onyx W. H. Wai, and Y. S. Li; 129(6), 260-9 (2003). 5-14 (2003).
(2003). Wave propagation Waves
Wave energy Role of Wave Pressure in Bedload Sediment Behavior of a Moored LNG Ship in Swell Waves.
Modeling Tropical Cyclone Wave Population of the Transport. — Mostafa A. Foda; 129(6), 243-9 — W. van der Molen, H. Ligteringen, J. C. van
Great Barrier Reef. — Thomas A. Hardy, Jason der Lem, and J. C. M. de Waal; 129(1), 15-21
D. McConochie, and Luciano B. Mason; 129(3), (2003). (2003).
104-13 (2003). Numerical Model for Wave Refraction-Diffraction
Wave forces near Pearl River Estuary, China. — Y. Chen, Wind velocity
Tentative New Formula for Maximum Horizontal Onyx W. H. Wai, and Y. S. Li; 129(6), 260-9 Estimating Overwater Friction Velocity and Expo-
nent of Power-Law Wind Profile from Gust Fac-
Wave Forces Acting on Perforated Caisson. — (2003).
tor during Storms. — S. A. Hsu; 129(4), 174-7
El-Hafid Tabet-Aoul and Eloi Lambert; 129(1), Wave refraction
34-40 (2003). Numerical Model for Wave Refraction-Diffraction (2003).
Wave generation Wind waves
near Pearl River Estuary, China. — Y. Chen,
Numerical Modeling of Wave Absorbers for Physi- Revisiting Wilson’s Formulas for Simplified Wind-
Onyx W. H. Wai, and Y. S. Li; 129(6), 260-9
cal Wave Tanks. — Wojciech Sulisz; 129(1), Wave Prediction. — Yoshimi Goda; 129(2), 93-5
(2003).
5-14 (2003). (2003).
Wave height Wave runup Performance of Coastal Structures against Se-
Revisiting Wilson’s Formulas for Simplified Wind- Energy Balance Model for Breaking Solitary Wave quences of Hurricanes. — Nobuhisa Kobayashi,
Wave Prediction. — Yoshimi Goda; 129(2), 93-5 Runup. — Ying Li and Fredric Raichlen; 129(2), Beatriz Pozueta, and Jeffrey A. Melby; 129(5),
(2003). 47-59 (2003). 219-28 (2003).
304 / JOURNAL OF WATERWAY, PORT, COASTAL AND OCEAN ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003
2003 ANNUAL INDEX
Author Index
Ahrens, John P. Cox, Daniel T. Fisher, John S.
Simple Equations to Calculate Fall Velocity and Statistical Modeling of Overtopping for Extreme Vulnerability Indicators for Coastal Dunes. —
Sediment Scale Parameter. —John P. Ahrens; Waves on Fixed Deck. — Nobuhito Mori and Elizabeth K. Judge, Margery F. Overton, and
129(3), 146-50 (2003). Daniel T. Cox; 129(4), 165-73 (2003). John S. Fisher; 129(6), 270-8 (2003).
Allen, James R. Curtis, George D. Flick, Reinhard E.
Longshore Sediment Transport Rates on a Mi- Inverse Algorithm for Tsunami Forecasts. — Yong Trends in United States Tidal Datum Statistics and
crotidal Estuarine Beach. —Karl F. Nordstrom, Wei, Kwok Fai Cheung, George D. Curtis, and
Tide Range. — Reinhard E. Flick, Joseph F.
Nancy L. Jackson, James R. Allen, and Douglas Charles S. McCreery; 129(2), 60-9 (2003).
Murray, and Lesley C. Ewing; 129(4), 155-64
J. Sherman; 129(1), 1-4 (2003).
Dalrymple, Robert A. (2003).
Angelides, Demos C. Wave Simulations in Ponce de Leon Inlet Using
Simulation Analysis for Midterm Yard Planning in Boussinesq Model. — Fengyan Shi, James T. Foda, Mostafa A.
Container Terminal. —Sgouris P. Sgouridis, Kirby, Robert A. Dalrymple, and Qin Chen; Role of Wave Pressure in Bedload Sediment
Dimitrios Makris, and Demos C. Angelides; 129(3), 124-35 (2003). Transport. — Mostafa A. Foda; 129(6), 243-9
129(4), 178-87 (2003). (2003).
Dekker, M. A.
Archetti, Renata Experimental and Numerical Investigation of Cut- Girolamo, Paolo De
Armor Stone Abrasion due to Displacements in Sea ter Head Dredging Flows. — M. A. Dekker, N. Closure to “Treatment of Wave Breaking and Total
Storms. —Giuseppe R. Tomasicchio, Alberto P. Kruyt, M. den Burger, and W. J. Vlasblom; Absorption in a Mild-Slope Equation FEM
Lamberti, and Renata Archetti; 129(5), 229-32 129(5), 203-9 (2003). Model” by Gian Mario Beltrami, Giorgio Bel-
(2003). lotti, Paolo De Girolamo, and Paolo Sammarco.
Demirbilek, Zeki
Bellotti, Giorgio Editor’s Note. — Zeki Demirbilek; 129(3), 103 — Gian Mario Beltrami, Giorgio Bellotti, Paolo
Closure to “Treatment of Wave Breaking and Total (2003). De Girolamo, and Paolo Sammarco; 129(5),
Absorption in a Mild-Slope Equation FEM Review of River Mechanics by Pierre Y. Julien. — 239-40 (2003).
Model” by Gian Mario Beltrami, Giorgio Bel- Zeki Demirbilek; 129(5), 241 (2003). Goda, Yoshimi
lotti, Paolo De Girolamo, and Paolo Sammarco.
—Gian Mario Beltrami, Giorgio Bellotti, Paolo den Burger, M. Revisiting Wilson’s Formulas for Simplified Wind-
Experimental and Numerical Investigation of Cut- Wave Prediction. —Yoshimi Goda; 129(2), 93-5
De Girolamo, and Paolo Sammarco; 129(5),
ter Head Dredging Flows. —M. A. Dekker, N. (2003).
239-40 (2003).
P. Kruyt, M. den Burger, and W. J. Vlasblom; Review of Coastal Processes with Engineering Ap-
Beltrami, Gian Mario 129(5), 203-9 (2003). plications by Robert G. Dean and Robert A.
Closure to “Treatment of Wave Breaking and Total Dalrymple. — Yoshimi Goda; 129(2), 96-7
Absorption in a Mild-Slope Equation FEM de Waal, J. C. M.
Model” by Gian Mario Beltrami, Giorgio Bel- Behavior of a Moored LNG Ship in Swell Waves. (2003).
lotti, Paolo De Girolamo, and Paolo Sammarco. —W. van der Molen, H. Ligteringen, J. C. van Gutiérrez-Mas, José M.
—Gian Mario Beltrami, Giorgio Bellotti, Paolo der Lem, and J. C. M. de Waal; 129(1), 15-21 Portable Meter System for Dry Weight Control in
De Girolamo, and Paolo Sammarco; 129(5), (2003). Dredging Hoppers. —Juan J. Munoz-Perez, José
239-40 (2003). Easson, William J. M. Gutiérrez-Mas, J. Moreno, L. Espanol, L.
Bernabeu, A. Comparison of Laboratory and Theoretical Internal Moreno, and A. Bernabeu; 129(2), 79-85 (2003).
Portable Meter System for Dry Weight Control in Solitary Wave Kinematics. —Sharon A. Walker, Hardy, Thomas A.
Dredging Hoppers. —Juan J. Munoz-Perez, José Alastair J. Martin, William J. Easson, and W. Modeling Tropical Cyclone Wave Population of the
M. Gutiérrez-Mas, J. Moreno, L. Espanol, L. Alan B. Evans; 129(5), 210-8 (2003). Great Barrier Reef. —Thomas A. Hardy, Jason
Moreno, and A. Bernabeu; 129(2), 79-85 (2003). Ebersole, Bruce A. D. McConochie, and Luciano B. Mason; 129(3),
Byrd, Robert C. Beach-Profile Evolution under Spilling and Plung- 104-13 (2003).
Decommissioning Cost Functions in the Gulf of ing Breakers. —Ping Wang, Bruce A. Ebersole,
Houston, James R.
Mexico. — Mark J. Kaiser, Allan G. Pulsipher , and Ernest R. Smith; 129(1), 41-6 (2003).
Review of Saving America’s Beaches: The Causes
and Robert C. Byrd; 129(6), 286-96 (2003). Espanol, L. and Solutions to Beach Erosion (Advanced Se-
Chen, Qin Portable Meter System for Dry Weight Control in ries on Ocean Engineering—Volume 19) by
Wave Simulations in Ponce de Leon Inlet Using Dredging Hoppers. —Juan J. Munoz-Perez, José Scott L. Douglass. —James R. Houston; 129(4),
Boussinesq Model. —Fengyan Shi, James T. M. Gutiérrez-Mas, J. Moreno, L. Espanol, L.
192 (2003).
Kirby, Robert A. Dalrymple, and Qin Chen; Moreno, and A. Bernabeu; 129(2), 79-85 (2003).
129(3), 124-35 (2003). Evans, W. Alan B. Hsu, Ming-Hsi
Modeling of Flow Resistance in Mangrove Swamp
Chen, Y. Comparison of Laboratory and Theoretical Internal
at Mouth of Tidal Keelung River, Taiwan.
Numerical Model for Wave Refraction-Diffraction Solitary Wave Kinematics. —Sharon A. Walker,
near Pearl River Estuary, China. —Y. Chen, Alastair J. Martin, William J. Easson, and W. —Wen-Cheng Liu, Ming-Hsi Hsu, and Chi-
Onyx W. H. Wai, and Y. S. Li; 129(6), 260-9 Alan B. Evans; 129(5), 210-8 (2003). Fang Wang; 129(2), 86-92 (2003).
(2003). Ewing, Lesley C. Hsu, S. A.
Cheung, Kwok Fai Trends in United States Tidal Datum Statistics and Estimating Overwater Friction Velocity and Expo-
Inverse Algorithm for Tsunami Forecasts. —Yong Tide Range. —Reinhard E. Flick, Joseph F. Mur- nent of Power-Law Wind Profile from Gust Fac-
Wei, Kwok Fai Cheung, George D. Curtis, and ray, and Lesley C. Ewing; 129(4), 155-64 tor during Storms. —S. A. Hsu; 129(4), 174-7
Charles S. McCreery; 129(2), 60-9 (2003). (2003). (2003).
JOURNAL OF WATERWAY, PORT, COASTAL AND OCEAN ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 305
Hughes, Steven Lambert, Eloi McConochie, Jason D.
Review of The Mechanics of Scour in the Marine Tentative New Formula for Maximum Horizontal Modeling Tropical Cyclone Wave Population of the
Environment by B. Mutlu Sumer and Jorgen Wave Forces Acting on Perforated Caisson. — Great Barrier Reef. — Thomas A. Hardy, Jason
Freds¢e. — Steven Hughes; 129(6), 297-8 El-Hafid Tabet-Aoul and Eloi Lambert; 129(1), D. McConochie, and Luciano B. Mason; 129(3),
(2003). 34-40 (2003). 104-13 (2003).
Ishida, Hajime Errata for “Tentative New Formula for Maximum McCreery, Charles S.
Horizontal Wave Forces Acting on Perforated Inverse Algorithm for Tsunami Forecasts. — Yong
Closure to “Simplified Solutions for Wave-Induced
Caisson” by El-Hafid Tabet-Aoul and Eloi Wei, Kwok Fai Cheung, George D. Curtis, and
Response of Anisotropic Seabed” by Masatoshi
Lambert. — El-Hafid Tabet-Aoul and Eloi Charles S. McCreery; 129(2), 60-9 (2003).
Yuhi and Hajime Ishida. — Masatoshi Yuhi and
Hajime Ishida; 129(3), 152-3 (2003). Lambert; 129(2), 100-1 (2003). McKee Smith, Jane
Lamberti, Alberto Review of Coastal Processes with Engineering Ap-
Issa, N.
Fluid Motion Generated by Impact. — J. J. Mon- Armor Stone Abrasion due to Displacements in Sea plications by Robert G. Dean and Robert A.
aghan, A. Kos, and N. Issa; 129(6), 250-9 Storms. — Giuseppe R. Tomasicchio, Alberto Dalrymple. — Jane McKee Smith; 129(2), 98-9
(2003). Lamberti, and Renata Archetti; 129(5), 229-32 (2003).
(2003). Medina, Raul
Jackson, Nancy L. Discussion of “Treatment of Wave Breaking and
Longshore Sediment Transport Rates on a Mi- Li, Y. S. Total Absorption in a Mild-Slope Equation FEM
crotidal Estuarine Beach. — Karl F. Nordstrom, Numerical Model for Wave Refraction-Diffraction Model” by Gian Mario Beltrami, Giorgio Bel-
Nancy L. Jackson, James R. Allen, and Douglas near Pearl River Estuary, China. — Y. Chen, lotti, Paolo De Girolamo, and Paolo Sammarco.
J. Sherman; 129(1), 1-4 (2003). Onyx W. H. Wai, and Y. S. Li; 129(6), 260-9 — Francisco L. Martin and Raul Medina;
(2003). 129(5), 237-9 (2003).
Jeng, D. S.
Discussion of “Simplified Solutions for Wave- Li, Ying Melby, Jeffrey A.
Induced Response of Anisotropic Seabed” by Energy Balance Model for Breaking Solitary Wave Performance of Coastal Structures against Se-
Masatoshi Yuhi and Hajime Ishida. — D. S. Runup. — Ying Li and Fredric Raichlen; 129(2), quences of Hurricanes. — Nobuhisa Kobayashi,
Jeng; 129(3), 151-2 (2003). 47-59 (2003). Beatriz Pozueta, and Jeffrey A. Melby; 129(5),
219-28 (2003).
Jimenez, Jose A. Ligteringen, H.
A Simple Formula to Estimate Settling Velocity of Behavior of a Moored LNG Ship in Swell Waves. Monaghan, J. J.
Natural Sediments. —Jose A. Jiménez and Ole —W. van der Molen, H. Ligteringen, J. C. van Fluid Motion Generated by Impact. —J. J. Mon-
S. Madsen; 129(2), 70-8 (2003). der Lem, and J. C. M. de Waal; 129(1), 15-21 aghan, A. Kos, and N. Issa; 129(6), 250-9
(2003). (2003).
Judge, Elizabeth K.
Moreno, J.
Vulnerability Indicators for Coastal Dunes. Liu, Wen-Cheng
Portable Meter System for Dry Weight Control in
—Elizabeth K. Judge, Margery F. Overton, and Modeling of Flow Resistance in Mangrove Swamp
Dredging Hoppers. —Juan J. Munoz-Perez, José
John S. Fisher; 129(6), 270-8 (2003). at Mouth of Tidal Keelung River, Taiwan.
M. Gutiérrez-Mas, J. Moreno, L. Espanol, L.
—Wen-Cheng Liu, Ming-Hsi Hsu, and Chi-
Kaiser, Mark J. Moreno, and A. Bernabeu; 129(2), 79-85 (2003).
Fang Wang; 129(2), 86-92 (2003).
Decommissioning Cost Functions in the Gulf of Moreno, L.
Mexico. — Mark J. Kaiser, Allan G. Pulsipher , Madsen, Ole S. Portable Meter System for Dry Weight Control in
and Robert C. Byrd; 129(6), 286-96 (2003). A Simple Formula to Estimate Settling Velocity of Dredging Hoppers. —Juan J. Munoz-Perez, José
Kirby, James T. Natural Sediments. —José A. Jiménez and Ole M. Gutiérrez-Mas, J. Moreno, L. Espanol, L.
Wave Simulations in Ponce de Leon Inlet Using S. Madsen; 129(2), 70-8 (2003). Moreno, and A. Bernabeu; 129(2), 79-85 (2003).
Boussinesq Model. —Fengyan Shi, James T. Makris, Dimitrios Mori, Nobuhito
Kirby, Robert A. Dalrymple, and Qin Chen; Simulation Analysis for Midterm Yard Planning in Statistical Modeling of Overtopping for Extreme
129(3), 124-35 (2003). Container Terminal. —Sgouris P. Sgouridis, Waves on Fixed Deck. —Nobuhito Mori and
Kiremidjian, Anne S. Dimitrios Makris, and Demos C. Angelides; Daniel T. Cox; 129(4), 165-73 (2003).
Ship Traffic Modeling Methodology for Ports. 129(4), 178-87 (2003). Morris, P. H.
—Dimitris Pachakis and Anne S. Kiremidijian; Martin, Alastair J. Compressibility and Permeability Correlations for
129(5), 193-202 (2003). Comparison of Laboratory and Theoretical Internal Fine-Grained Dredged Materials. —P. H.
Morris; 129(4), 188-91 (2003).
Kobayashi, Nobuhisa Solitary Wave Kinematics. —Sharon A. Walker,
Performance of Coastal Structures against Se- Alastair J. Martin, William J. Easson, and W. Munoz-Perez, Juan J.
quences of Hurricanes. —Nobuhisa Kobayashi, Alan B. Evans; 129(5), 210-8 (2003). Portable Meter System for Dry Weight Control in
Dredging Hoppers. —Juan J. Munoz-Perez, José
Beatriz Pozueta, and Jeffrey A. Melby; 129(5), Martin, Francisco L.
M. Gutiérrez-Mas, J. Moreno, L. Espanol, L.
219-28 (2003). Discussion of “Treatment of Wave Breaking and Moreno, and A. Bernabeu; 129(2), 79-85 (2003).
Kos, A. Total Absorption in a Mild-Slope Equation FEM
Murray, Joseph F.
Fluid Motion Generated by Impact. —J. J. Mon- Model” by Gian Mario Beltrami, Giorgio Bel-
Trends in United States Tidal Datum Statistics and
aghan, A. Kos, and N. Issa; 129(6), 250-9 lotti, Paolo De Girolamo, and Paolo Sammarco.
Tide Range. —Reinhard E. Flick, Joseph F. Mur-
(2003). —Francisco L. Martin and Raul Medina; 129(5),
ray, and Lesley C. Ewing; 129(4), 155-64
237-9 (2003).
Kraus, Nicholas C. (2003).
Review of Coastal Processes with Engineering Ap- Mason, Luciano B. Nordstrom, Karl F.
plications by Robert G. Dean and Robert A. Modeling Tropical Cyclone Wave Population oft he Longshore Sediment Transport Rates on a Mi-
Dalrymple. — Nicholas C. Kraus; 129(2), 97-8 Great Barrier Reef. —Thomas A. Hardy, Jason crotidal Estuarine Beach. —Karl F. Nordstrom,
(2003). D. McConochie, and Luciano B. Mason; 129(3), Nancy L. Jackson, James R. Allen, and Douglas
Kruyt, N. P. 104-13 (2003). J. Sherman; 129(1), 1-4 (2003).
Experimental and Numerical Investigation of Cut- McCay, Deborah French Overton, Margery F.
ter Head Dredging Flows. —M. A. Dekker, N. Three-Dimensional Modeling of Tidal Circulation Vulnerability Indicators for Coastal Dunes.
P. Kruyt, M. den Burger, and W. J. Viasblom; in Bay of Fundy. —S. Sankaranarayanan and —Elizabeth K. Judge, Margery F. Overton, and
129(5), 203-9 (2003). Deborah French McCay; 129(3), 114-23 (2003). John S. Fisher; 129(6), 270-8 (2003).
306 / JOURNAL OF WATERWAY, PORT, COASTAL AND OCEAN ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003
Pachakis, Dimitris Smith, Ernest R. Viasblom, W. J.
Ship Traffic Modeling Methodology for Ports. — Beach-Profile Evolution under Spilling and Plung- Experimental and Numerical Investigation of Cut-
Dimitris Pachakis and Anne S. Kiremidjian; ing Breakers. — Ping Wang, Bruce A. Ebersole, ter Head Dredging Flows. — M. A. Dekker, N.
129(5), 193-202 (2003). and Ernest R. Smith; 129(1), 41-6 (2003). P. Kruyt, M. den Burger, and W. J. Viasblom;
Pozueta, Beatriz Stockstill, Richard L. 129(5), 203-9 (2003).
Performance of Coastal Structures against Se- Mooring Model Coefficients for Barge Tows in a Wai, Onyx W. H.
quences of Hurricanes. — Nobuhisa Kobayashi, Navigation Lock. — Richard L. Stockstill; Numerical Model for Wave Refraction-Diffraction
Beatriz Pozueta, and Jeffrey A. Melby; 129(5), 129(5), 233-6 (2003). near Pearl River Estuary, China. — Y. Chen,
219-28 (2003). Onyx W. H. Wai, and Y. S. Li; 129(6), 260-9
Pulsipher , Allan G. Subbarao, B. V. V. (2003).
Hydrodynamic Performance Characteristics of
Decommissioning Cost Functions in the Gulf of Walker, Sharon A.
Quadrant Front-Face Pile-Supported
Mexico. — Mark J. Kaiser, Allan G. Pulsipher , Comparison of Laboratory and Theoretical Internal
Breakwater. — V. Sundar and B. V. V. Subbarao;
and Robert C. Byrd; 129(6), 286-96 (2003). Solitary Wave Kinematics. — Sharon A. Walker,
Raichlen, Fredric 129(1), 22-33 (2003). Alastair J. Martin, William J. Easson, and W.
Energy Balance Model for Breaking Solitary Wave Sulisz, Wojciech Alan B. Evans; 129(5), 210-8 (2003).
Runup. — Ying Li and Fredric Raichlen; 129(2), Numerical Modeling of Wave Absorbers for Physi- Walton, Raymond
47-59 (2003). cal Wave Tanks. — Wojciech Sulisz; 129(1), Review of River Mechanics by Pierre Y. Julien. —
Randall, Robert E. 5-14 (2003). Raymond Walton and David T. Williams;
Submerged Ordnance and Unrestrained Cylinder Sundar, V. 129(5), 241-2 (2003).
Movement in Coastal Zone. — Gregory L. Wil- Hydrodynamic Performance Characteristics of Wang, Chi-Fang
liams and Robert E. Randall; 129(3), 136-45 Quadrant Front-Face Pile-Supported Modeling of Flow Resistance in Mangrove Swamp
(2003). Breakwater. — V. Sundar and B. V. V. Subbarao; at Mouth of Tidal Keelung River, Taiwan. —
Sammarco, Paolo 129(1), 22-33 (2003). Wen-Cheng Liu, Ming-Hsi Hsu, and Chi-Fang
Closure to “Treatment of Wave Breaking and Total Wang; 129(2), 86-92 (2003).
Tabet-Aoul, El-Hafid
Absorption in a Mild-Slope Equation FEM Wang, Ping
Tentative New Formula for Maximum Horizontal
Model” by Gian Mario Beltrami, Giorgio Bel- Beach-Profile Evolution under Spilling and Plung-
Wave Forces Acting on Perforated Caisson. —
lotti, Paolo De Girolamo, and Paolo Sammarco. ing Breakers. — Ping Wang, Bruce A. Ebersole,
El-Hafid Tabet-Aoul and Eloi Lambert; 129(1),
— Gian Mario Beltrami, Giorgio Bellotti, Paolo and Ernest R. Smith; 129(1), 41-6 (2003).
34-40 (2003).
De Girolamo, and Paolo Sammarco; 129(5), Errata for ““Tentative New Formula for Maximum Wei, Yong
239-40 (2003). Inverse Algorithm for Tsunami Forecasts. — Yong
Horizontal Wave Forces Acting on Perforated
Sankaranarayanan, S. Caisson” by El-Hafid Tabet-Aoul and Eloi Wei, Kwok Fai Cheung, George D. Curtis, and
Three-Dimensional Modeling of Tidal Circulation Lambert. — El-Hafid Tabet-Aoul and Eloi Charles S. McCreery; 129(2), 60-9 (2003).
in Bay of Fundy. — S. Sankaranarayanan and Lambert; 129(2), 100-1 (2003). Williams, David T.
Deborah French McCay; 129(3), 114-23 (2003). Review of River Mechanics by Pierre Y. Julien. —
Tomasicchio, Giuseppe R.
Sgouridis, Sgouris P. Raymond Walton and David T. Williams;
Armor Stone Abrasion due to Displacements in Sea
Simulation Analysis for Midterm Yard Planning in 129(5), 241-2 (2003).
Storms. — Giuseppe R. Tomasicchio, Alberto
Container Terminal. — Sgouris P. Sgouridis, Williams, Gregory L.
Lamberti, and Renata Archetti; 129(5), 229-32
Dimitrios Makris, and Demos C. Angelides; Submerged Ordnance and Unrestrained Cylinder
(2003).
129(4), 178-87 (2003). Movement in Coastal Zone. — Gregory L. Wil-
Sherman, Douglas J. van der Lem, J. C. liams and Robert E. Randall; 129(3), 136-45
Longshore Sediment Transport Rates on a Mi- Behavior of a Moored LNG Ship in Swell Waves. (2003).
crotidal Estuarine Beach. — Karl F. Nordstrom, — W. van der Molen, H. Ligteringen, J. C. van Williams, Trefor P.
Nancy L. Jackson, James R. Allen, and Douglas der Lem, and J. C. M. de Waal; 129(1), 15-21 Modeling Dredging Project Cost Variations. —
J. Sherman; 129(1), 1-4 (2003). (2003). Trefor P. Williams; 129(6), 279-85 (2003).
Shi, Fengyan van der Molen, W. Yuhi, Masatoshi
Wave Simulations in Ponce de Leon Inlet Using Behavior of a Moored LNG Ship in Swell Waves. Closure to “Simplified Solutions for Wave-Induced
Boussinesq Model. — Fengyan Shi, James T. — W. van der Molen, H. Ligteringen, J. C. van Response of Anisotropic Seabed” by Masatoshi
Kirby, Robert A. Dalrymple, and Qin Chen; der Lem, and J. C. M. de Waal; 129(1), 15-21 Yuhi and Hajime Ishida. — Masatoshi Yuhi and
129(3), 124-35 (2003). (2003). Hajime Ishida; 129(3), 152-3 (2003).
JOURNAL OF WATERWAY, PORT, COASTAL AND OCEAN ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 307