SECTION II BEACH BEHAVIOR AND RESTORATION

Number

Title

Date

II-53	Planning Regional Flood and Coastal Erosion Foresight Studies	Jun 11
II-52	Emergency Beach-Fill Procedures: Lessons Learned From 2004 Hurricane Season	Jul 10
II-51	Interaction of Shore-Parallel Geotextile Tubes and Beaches along the Upper Texas Coast	Jan 08
II-50	Geotextile Tube Structures Guidelines for Contract Specifications	Sep 06
II-49	Sheldon Marsh - Section 227 Demonstration Project - Physical Model Study	Jan 06
II-48	Influence of Grain Size on Sediment Transport Rates with Emphasis on the Total Longshore Rate	Nov 05
II-47	Identification of and Remedial Approaches to Hot Spots	Mar 04
II-46	Longshore Sand Transport - Initial Results from Large-Scale Sediment Transport Facility	Mar 02
II-45	Wave Transmission at Detached Breakwaters for Shoreline Response Modelling	Mar 02
II-44	Beach Erosional Hot Spots: Types Causes, and Solutions	Sept 01
II-43	Sediment Transport Analysis from OBS/EMCM during Storms	Jun 00
II-42	An Analytical Model to Predict the Response of Mounds Placed in the Offshore	Dec 99
II-41	Sand Bypassing Cost and Performance Database	Dec 99
II-40	Depth of Closure in Beach-Fill Design	Mar 98
II-39	Interpretation of Shoreline-Position Data for Coastal Engineering Analysis	Dec 97
II-38	Beach and Nearshore Survey Technology	Jun 97
II-37	Cohesive Environment Site Characterization and Monitoring	Jun 97
II-36	Analysis of the Performance of the Prefabricated Erosion Prevention (P.E.P) Reef System, Town of Palm Beach, Florida	Mar 97
II-35	Cancelled
II-34	Beach Morphology Analysis Package (BMAP) Version 1	Mar 95
II-33	Applications of SBEACH to Coastal Projects	Sep 94
II-32	Cancelled
II-31	Guidelines for Surveying Beach Nourishment Projects	Nov 93
II-30	Using Morphology to Determine Net Littoral Drift Directions in Complex Coastal Systems	Mar 92
II-29	Native Beach Assessment Techniques for Beach Fill Design	Dec 91
II-28	The Coastal Modeling System: A System of Numerical Models and Support Programs	Dec 91
II-27	Shoreline Modeling System (SMS), Version I	Dec 91
II-26	Recommended Physical Data Collection Program for Beach Nourishment Projects	Dec 91
II-25	Cancelled
II-24	Practical Considerations in Longshore Transport Rate Calculations)	Dec 90
II-23	A Remote Sensing System for Measuring Runup	Sep 90
II-22	A Remote Sensing System for Monitoring Beach Morphology	Jun 90
II-21	Computer Program: GENESIS Version 2.0	Mar 90
II-20	Physical Monitoring of Nearshore Sand Berms	Sep 89
II-19	Estimating Potential Longshore Sand Transport Rates Using WIS Data	Jun 89
II-18	Application of Movable-Bed Physical Models To Predict Storm-Induced Erosion	Jun 89
II-17	Jet Pump Sand Bypassing - Case Study I: Nerang River Entrance, Australia	Mar 89
II-16	Two-Person Rapid Beach Survey Method	Jun 87
II-15	Overfill and Renourishment Factors	Sep 86
II-14	Sonic Sifting: A Fast and Efficient Method for Sand Size Analysis	Jun 88
II-13	Cancelled
II-12	Cancelled
II-11	Sediment Size and Fall Velocity Effects on Longshore Sediment Transport	Jun 85
II-10	Cancelled
II-9	Cancelled
II-8	Cancelled
II-7	Cancelled
II-6	Cancelled
II-5	Cancelled
II-4	Cancelled
II-3	Field Estimation of Longshore Sediment Transport Along the California Coast	Mar 81
II-2	Prediction of Eroded Versus Accreted Beaches	Jun 88
II-1	The Streamer Sediment Trap	Dec 87

SECTION III COASTAL STRUCTURES

Number

Title

Date

III-80	A Review of Coastal Navigation Asset Management Initiatives Within the Coastal Inlets Research Program (CIRP); Part 1: Coastal Structures	Aug 10
III-79	Shear Stress Estimates for Combined Wave and Surge Overtopping at Earthen Levees	Jan 09
III-78	Estimation of Combined Wave and Storm Surge Overtopping at Earthen Levees	May 08
III-77	Estimation of Overtopping Flow Velocities on Earthen Levees Due to Irregular Waves	Jan 08
III-76	A GSSHA Model of the Perris Basin of the San Jacinto River Watershed, Riverside County, California	Jun 07
III-75	Irregular Wave Forces on Heavily Overtopped Thin Vertical Walls by Steven A. Hughes	Jan 07
III-74	Effect of Armoring a Cohesive Nearshore with a Thin Cobble Lag, Shoreham, Michigan	Aug 06
III-73	Wave-Action Balance Equation Diffraction (WABED) Model: Tests of Wave Diffraction and Reflection at Inlets	Jul 06
III-72	Uses for Marine Mattresses in Coastal Engineering	Feb 06
III-71	Breakwater and Revetment Armor Stability	Dec 05
III-70	Estimating Irregular Wave Runup on Rough, Impermeable Slopes	Jul 05
III-69	Effectiveness of Pocket Wave Absorbers in Vertical-Wall, Coastal Entrance Structures	Mar 04
III-68	Estimating Irregular Wave Runup on Smooth, Impermeable Slopes	Sep 03
III-67	Wave Momentum Flux Parameter for Coastal Structure Design	Sep 03
III-66	Periodic Inspections of Concrete-Armored Coastal Structures	Jun 03
III-65	Periodic Inspections of Coastal Structures with Stone Armor	Mar 03
III-64	Damage Development on Stone-Armored Breakwaters and Revetments	Jun 02 Rev Dec 05
III-63	Field Guidance for Periodic Inspection of Coastal Structures	Sep 98
III-62	Coastal Structure Underwater Inspection Technologies	Dec 96
III-61	Design Guidance for Selectively Placed Quarrystone Revetment Armor Layers	Jun 96
III-60	ELBLOCTM Revetment Unit: Preliminary Guidance	Dec 95
III-59	Guidelines for Specifications for the Placement of Quarrystone Armor Units - Lessons Learned	Sep 95
III-58	Concrete Armor Unit Fabrication	Sep 95
III-57	Seawall-Beach Interaction: A Comparison of Monitoring Locations	Jun 95
III-56	Numerical Model for Runup and Overtopping on Riprap Revetments	Mar 95
III-55	Low-Altitude Photogrammetric Monitoring of Coastal Structures	Sep 94
III-54	Irregular Wave Orbital Velocities at Coastal Structures	Mar 94
III-53	Core-LocR Concrete Armor Unit Design	Mar 94
III-52	Monitoring Completed Coastal Projects Lessons Learned II	Nov 93
III-51	Physical Modeling Guidelines for Coastal Harbors	Sep 92
III-50	Cancelled
III-49	Small-Boat Harbor Design Experience (Lessons Learned) Through Physical Modeling and Subsequent Prototype Performance	Jun 92
III-48	Cancelled
III-47	Experience with Sand-Tightened Coastal Structures	Mar 92
III-46	Summary of Seawall and Beach Interaction at Monterey Bay, California	Mar 92
III-45	Cancelled
III-44	Cancelled
III-43	Cancelled
III-42	Movement and Static Stresses in Dolosse	Jun 92
III-41	Surveys of Coastal Structures	Mar 91
III-40	Cancelled
III-39	Cancelled
III-38	Breaking Wave Forces on Walls	Mar 88
III-37	Sizing of Toe Berm Armor Stone on Rubble-Mound Breakwater and Jetty Trunks Designed for Depth-Limited Breaking Waves	Sep 87
III-36	Case History of Breakwater/Jetty Repair; Chemical Grout Sealing of Palm Beach Harbor South Jetty, Florida	Jun 87
III-35	Crane Survey of Submerged Rubble-Mound Coastal Structures	Jun 87
III-34	Checking Stability of Bulkheads Located in Ports, Harbors and Coastal Waterways Against Shear Failure Computer Program: UTEXAS2	Jun 87
III-33	Surveillance Checklist for Load-Bearing Pile Construction	Jun 87
III-32	Cancelled
III-31	Use of Gabions in the Coastal Environment	Dec 86
III-30	Cancelled
III-29	Wave Forces on a Wall Shoreward of the Still-Water Line	Dec 90
III-28	Sand Sealing of Coastal Structures	Jun 86
III-27	Cancelled
III-26	Cancelled
III-25	Cancelled
III-24	Cancelled
III-23	An Empirical Method for Design of Breakwaters as Shore Protection Structures	Mar 85
III-22	Cancelled
III-21	Monitoring Rubble-Mound Coastal Structures with Photogrammetry	Feb 84
III-20	Cancelled
III-19	Availability of Concrete Armor Unit Forms	Sep 94
III-18	Spacing Reinforcement in Armor Units	Apr 83
III-17	Plastic Piling Jacket for Ice Protection	Nov 84
III-16	Side-Scan Sonar for Inspecting Coastal Structures	Nov 83
III-15	Geotechnical Sampling Guidelines For Rubblemound Coastal Structures	Mar 88
III-14	Protecting Timber Piles in Seawater Environments	Jun 82
III-13	Cancelled
III-12	Cancelled
III-11	Cancelled
III-10	Cancelled
III-9	Revetments--Their Applications and Limitations	Mar 81
III-8	Seawalls--Their Applications and Limitation	Mar 81
III-7	Bulkheads--Their Applications and Limitations	Mar 81
III-6	Shore Protection Selection Criteria	Mar 81
III-5	Beach Dune Walkover Structures	Jan 81
III-4	Armor Unit Placement Method Versus Stability Coefficients	Mar 85
III-3	Use of Geotechnical Fabrics	Feb 80
III-2	Runup on Composite Rough Slopes	Sep 85
III-1	Riprap Revetment Design	Jun 85

SECTION IV INLETS AND ESTUARY CHANNELS

Number

Title

Date

IV-78	Applying Particle Tracking Model in the Coastal Modeling System	Jan 11
IV-77	Concepts and Applications of Water Transport Time Scales for Coastal Inlet Systems	Aug 10
IV-76	CMS-Wave Model: Part 3. Grid Nesting and Application Example for Rhode Island South Shore Regional Sediment Management Study	Jul 10
IV-75	Proactive Strategy for 'Dredge-Ready' Operation and Maintenance at Low-Use Navigation Projects	May 10
IV-74	Concepts for Functional Restoration of Barrier Islands	Sep 09
IV-73	A GIS Based Tool for Extracting Shoreline Positions from Aerial Imagery (BeachTools) Revised	Sep 08
IV-72	Interactions Between Wetlands and Tidal Inlets	Aug 08
IV-71	Particle Tracking Model (PTM) in the SMS10: IV. Link to Coastal Modeling System	Jul 08
IV-70	Concept Design for Emergency Closure System for Inland Navigation Structures	May 08
IV-69	Tips for Developing Bathymetry Grids for Coastal Modeling System Applications	Jul 07
IV-68	Sand Waves That Impede Navigation of Coastal Inlet Navigation Channels	Aug 06
IV-67	Frequently-Asked Questions (FAQs) About Coastal Inlets and U.S. Army Corps of Engineers� Coastal Inlets Research Program (CIRP)	Feb 06
IV-66	Jetty Spur Functional Design at Coastal Inlets; Effects on Nearshore Circulation and Potential Sediment Movement	Feb 06
IV-65	Coastal Barrier Island Breaching, Part 2: Mechanical Breaching and Breach Closure	Aug 05
IV-64	Coastal Inlet Navigation Channel Shoaling with Deepening and Widening	Jun 05
IV-63	Representation of Nonerodible (Hard) Bottom in Two-Dimensional Morphology Change Models	May 05
IV-62	Dependence of Total Longshore Sediment Transport Rates on Incident Wave Parameters and Breaker Type	Sep 04
IV-61	Jetty Spurs at Coastal Inlets for Reduction of Navigation Channel Shoaling	Jan 11
IV-60	SMS Steering Module for Coupling Waves and Currents, 2: M2D and STWAVE	Dec 03
IV-59	Uncertainty in Bathymetric Surveys	Mar 03
IV-58	Application of an Artificial Neural Network to Predict Tidal Currents in an Inlet	Mar 03
IV-57	Human-Induced Changes in Back-Barrier Environments as Factors in Tidal Inlet Instability with Emphasis on Florida	Mar 03
IV-56	Coastal Barrier Breaching, Part 1: Overview of Breaching Processes	Mar 03
IV-55	CHL Precision Flow Table-Description and Applications	Mar 03
IV-54	Weir Jetties at Coastal Inlets: Part 2, Case Studies	Dec 02
IV-53	Weir Jetties at Coastal Inlets: Part 1, Functional Design Considerations	Jan 11
IV-52	Inner-Bank Erosion Processes and Solutions at Coastal Inlets	Sep 02
IV-51	Inlets Online: A Tutorial for Evaluating Inlet/Beach Processes Using Aerial Photography	Sep 02
IV-50	Quantifying Potential Measurement Errors and Uncertainties Associated with Bathymetric Change Analysis High-Energy Environments and Near Structures	Sep 02
IV-49	Video-Based Wave Direction Measurements in a Scale Physical Model	Sep 02
IV-48	Estimating Along-Channel Flow and Sediment Transport at Tidal Entrances - EbbJet Calculator	Sep 02
IV-47	Tidal Velocity Asymmetry at Inlets	Jun 02
IV-46	Deployment of Oceanographic Instruments in High-Energy Environments and Near Structures	Jun 02
IV-45	Comparison of Predicted and Measured Shoaling at Morro Bay Harbor Entrance, California	Jun 02
IV-44	Inlet Spits and Maintenance of Navigation Channels	Jun 02
IV-43	SHOALS Toolbox: Software to Support Visualization and Analysis of Large, High-Density Data Sets	Jun 02
IV-42	Coupling of Regional and Local Circulation Models ADCIRC and M2D	Jun 02
IV-41	SMS Steering Module for Coupling Waves and Currents, 1: ADCIRC and STWAVE	Jun 02
IV-40	Guidelines for Using Eastcoast 2001 Database of Tidal Constituents within Western North Atlantic Ocean, Gulf of Mexico and Caribbean Sea	Mar 02
IV-39	Reservoir Model for Calculating Natural Sand Bypassing and Change in Volume of Ebb-Tidal Shoals, Part I: Description	Mar 02
IV-38	Field Data Recovery in Tidal Systems Using Artificial Neural Networks (ANNs)	Sep 01
IV-37	A GIS Based Tool for Extracting Shoreline Positions from Aerial Imagery (Beach Tools)	Sep 01
IV-36	Chronic Beach Erosion Adjacent to Inlets and Remediation by Composite (T-Head) Groins	Jun 01
IV-35	Mathematical Model for Rapid Estimation of Infilling and Sand Bypassing at Inlet Entrance Channels	Jun 01
IV-34	Estimation of Suspended Sediment Trapping Ratio for Channel Infilling and Bypassing	Jun 01
IV-33	Morphologic Asymmetries at Entrances to Tidal Inlets	Jun 01
IV-32	Leaky Internal-Barrier Normal-Flow Boundaries in the ADCIRC Coastal Hydrodynamics Code	Jun 01
IV-31	Database of INlet Navigation Projects and Structuress	Dec 00
IV-30	Natural Mechanisms of Sediment bypassing at Tidal Inlets	Dec 00
IV-29	Circulation Patterns at Tidal Inlets with Jetties	Sep 00
IV-28	Introduction to the Diagnostic Modeling System (DMS)	Sep 00
IV-27	Representation of Hydrodynamic Model Results through Graphical Displays	Sep 00
IV-26	Simulation of Current-Induced Scour in Movable-Bed Inlet Models	Jun 00
IV-25	Enhancements of the Numerical Model of the Longshore Current NMLONG to Include Interaction Between Currents and Waves (NMLONG-CW)	Jun 00
IV-24	Field Data Collection at Coastal Inlets	Mar 00
IV-23	Hydraulic Processes Analysis System (HyPAS)	Mar 00
IV-22	Shoal-Reduction Strategies for Entrance Channels	Jan 11
IV-21	Surface-Water Modeling System Tidal Constituents Toolbox for ADCIRC	Dec 99
IV-20	Sediment Budget Analysis System (SBAS)	Jan 11
IV-19	Physical Model for Coastal Inlet Entrance Studies	Jan 11
IV-18	Equilibrium Scour Depth at Tidal Inlets	Mar 99
IV-17	Wave Breaking on an Opposing Current	Mar 99
IV-16	Estimation of Uncertainity In Coastal- Sediment Budget at Inlets	Sep 98
IV-15	Formulation of Sediment Budget at Inlets	Sep 99
IV-14	Grid Development for Modeling Two-Dimensional Inlet Circulation	Sep 98
IV-13	Techniques for Measuring and Analyzing Inlet Ebb-Shoal Evolution	Dec 98
IV-12	PC Where and Why Inlet Channels Shoal: A Conceptual Geomorphic Framework PC	Dec 00
IV-11	PC Program for Coastal Inlet Stability Analysis Using Escoffier Method	Jan 11
IV-10	Even-Odd Function Analysis of Shoreline Position and Volume Change	Dec 97
IV-9	One-Dimensional Wave-Current Interaction	Jun 97
IV-8	Estimating Scour Caused by Deflected Ebb Flows	Mar 97
IV-7	Application of a BroadBand Acoustice Doppler Current Profiler for Tidal Current Measurements at Coastal Inlets	Mar 93
IV-6	Bibliography for Shallow Draft Coastal Port Design	Mar 92
IV-5	Interpreting Historic Dredging Data and Bathymetric Surveys to Support Recommendations for Altering Dredging	Mar 91
IV-4	Dead-End Channel Flushing in Harbors	Nov 83
IV-3	Effects of a Single Jetty on a Tidal Navigation Channels	Nov 81
IV-2	Offshore Tide Gage for Ocean Bar Dredging	Oct 81
IV-1	Computer Program INLET	Jun 87

SECTION V COASTAL ECOLOGY

Number

Title

Date

V-22	Sampling Fisheries Resources at Murrells Inlet, South Carolina	Dec 86
V-21	Bibliography on Sea Turtles for Personal Computers	Dec 85
V-20	Biological Effects of Breakwater Construction on Aquatic Communities in the Great Lakes	Mar 85
V-19	Seagrass Planting Guidelines for the Pacific, Gulf, and Atlantic Coasts	Apr 84
V-18	Biological Effects of Jetty Construction on Coastal Marine Communities	Feb 84
V-17	Coastal Pier Construction Impacts on a Mid-Atlantic Barrier Island	Jan 83
V-16	Biological Effects of Beach Restoration on the Great Lakes Shoreline	Dec 82
V-15	Dune Grass Fertilization and Maintenance	Dec 82
V-14	Biological Effects of Beach Restoration with Dredged Material on the Mid-Atlantic Coast	Jun 82
V-13	Short-Term Biological Effects of Nearshore Jetty Construction	Dec 81
V-12	Value of Pacific Northwest Salt Marshes	Nov 81
V-11	Seagrass Planting Guidelines, Atlantic Coast South of Cape Canaveral, Florida, and Gulf Coast	Jun 81
V-10	Eelgrass Planting Guidelines, Pacific Coast and Atlantic Coast North of Beaufort, North Carolina	Jun 81
V-9	Migration of Fish and Invertebrates Across a Weir of a Weir Jetty	Mar 81
V-8	Recommended Scales of Aerial Photography for Mapping Barrier Island Vegetation	Jan 81
V-7	Biological Effects of Beach Restoration on the Southern California Coast	Jan 81
V-6	Biological Effects on a Rubble-Mound Structure on the California Coast	Sep 80
V-5	Biological Effects of Beach Restoration Projects on the South Atlantic U. S. Coast	Sep 80
V-4	Bank Erosion Control with Pacific Cordgrass on the Southern Pacific Coast (Humboldt Bay to Mexico)	Mar 80
V-3	Biological Effects of Beach Restoration on the Florida Gulf Coast	Dec 81
V-2	Erosion Control and Habitat Development with Smooth Cordgrass on the Gulf and Atlantic Coasts	Nov 81
V-1	Sand Stabilization with American Beachgrass on North Atlantic and Great Lakes Coasts	Sep 79

SECTION VI MISCELLANEOUS COASTAL SUBJECTS

Number

Title

Date

VI-43	Hatteras Breach, North Carolina	Jul 10
VI-42	Branchbox Breakwater Design at Pickleweed Trail, Martinez, CA, Section 227 Demonstration Project	Mar 06
VI-41	Determination of Standard Response Spectra and Effective Peak Ground Accelerations for Seismic Design and Evaluation	Dec 05
VI-40	Use of Sediment Trend Analysis (STA®) for Coastal Projects	Jun 05
VI-39	Model for the Computation of Time-Steady Nearshore Currents	Dec 03
VI-38	Collecting Field Data in a Small Boat Harbor for a Multiphase Numerical Study	Jun 03
VI-37	Estimating Surface Currents Using Dyes and Drogues	Sep 02
VI-36	Boston Harbor Dredged Material Capping Simulation	Sep 01
VI-35	Dredge Bucket Comparison Demonstration at Boston Harbor	Mar 01
VI-34	Deploying and Recovering Marine Instruments With a Helicopter	Sep 00
VI-33	Monitoring Completed Navigation Projects, Lessons Learned IV	Mar 00
VI-32	On-Line Resources of the Field Research Facility	Dec 98
VI-31	The SHOALS System - A Comprehensive Surveying Tool	Jun 98
VI-30	Near-Real-Time Coastal Monitoring	Mar 98
VI-29	Monitoring Completed Navigation Projects, Lessons Learned III	Jun 97
VI-28	Video Measurement of Wave Runup on Coastal Structures	Mar 97
VI-27	Geographic List of Coastal Engineering Research Center and Beach Erosion Board Coastal Geologic and Monitoring Report	Sep 94
VI-26	Helicopter-Borne Nearshore Survey System	Mar 93
VI-25	Airborne Coastal Current Evaluation Survey System	Dec 92
VI-24	Cancelled
VI-23	Developing Monitoring Plans for Completed Coastal Projects	Mar 91
VI-22	ISRP-PC: A Personal Computer Interactive Survey Reduction Program	Dec 90
VI-21	Cancelled
VI-20	Automated Coastal Engineering System (ACES)	Dec 92
VI-19	Forms and Causes of Galvanic Corrosion in the Coastal Environment	May 07
VI-18	Cancelled
VI-17	Heave Compensation for Hydrographic Surveying	Mar 85
VI-16	Microcomputer Applications for Coastal Engineering (MACE)	Mar 89
VI-15	List of Coastal ER's, EM's, and ETL's	Apr 07
VI-14	Cancelled
VI-13	Cancelled
VI-12	Cancelled
VI-11	Use of Vibratory Corers for Coastal Zone Sediment Sampling	Mar 82
VI-10	Metric (SI) Standard or Design	Jan 82
VI-9	Remote Sensing Applications Guide	Dec 81
VI-8	Use of a 35 mm Camera for Vertical Aerial Photography	Oct 81
VI-7	Sediment Sample Collection	Aug 81
VI-6	Cancelled
VI-5	Guidelines for Planning Beach Surveys	Jan 81
VI-4	Coastal Engineering Contacts in the Corps of Engineers	Jan 12
VI-3	Waterways Experiment Station Library	Apr 07
VI-2	Sediment Sample Card	Feb 80
VI-1	A Device for Cutting Sediment Core Liners	Feb 80

SECTION VII RIVER ENGINEERING AND SEDIMENTATION

Number

Title

Date

VII-11	Robust Prediction of Hydraulic Roughness	Mar 11
VII-10	Innovative Streambank Protection in an Urban Setting, Accotink Creek, VA	Aug 10
VII-9	River Diversions and Shoaling	Nov 08
VII-8	Two-Dimensional Simulation of Truckee River Hydrodynamics	Sep 06
VII-7	Application of the SAM Computer Program for Truckee River Stable Channel Analysis	Sep 06
VII-6	Predicting Sediment Transport Dynamics in Ephemeral Channels: A Review of Literature	Sep 06
VII-5	Effects of Drawdown and Structures on Bed-Load Transport in Pool 8 Navigation Channel	Dec 03
VII-4	Quantification of Bed-Load Transport on the Upper Mississippi River Using Multibeam Survey Data and Traditional Methods	Jun 02
VII-3	Design Considerations for Siting Grade Control Structures	Dec 01
VII-2	Multidemensional Models Used in Rivers and Streams	Sep 01
VII-1	Analysis of Near-Field Hydrodynamics of Submerged Weirs	Sep 01

SECTION VIII FLOOD MANAGEMENT

Number

Title

Date

VIII-6	Lateral Inflow into High-Velocity Channels	Sep 07
VIII-5	Channel-Forming Discharge	Dec 00
VIII-4	Effective Discharge Calculation	Dec 00
VIII-3	Determination of Flow Resistance Coefficients Due to Shrubs and Woody Vegetation	Dec 00
VIII-2	Hydraulic Modeling of Trapezoidal High Velocity Channels	Jul 00
VIII-1	Increasing Reservoir Storage of Spillway Capacity Using Fusegates	Apr 00

SECTION IX NAVIGATION

Number

Title

Date

IX-27	Computational flow model of a reverse tainter valve	Oct 11
IX-26	Design Concept and Analysis for a Navigation Dam Gate Guard	Mar 11
IX-25	Guide to the Development of a Deterioration Rate Curve Using Condition State Inspection Data	Aug 10
IX-24	Predicting Deterioration of Navigation Steel Hydraulic Structures with Markov Chain and Latin Hypercube Simulation	Aug 10
IX-23	Accoustical Imaging Cameras for the Inspection and Condition Assessment of Hydraulic Structures	Aug 10
IX-22	Mississippi River Sediment Availability Study: Summary of Available Data	Jun 10
IX-21	Calculating Forces on Components of Hydraulic Structures	Aug 09
IX-20	Ankudinov Ship Squat Predictions Part II: Laboratory and Field Comparisons and Validations	Aug 09
IX-19	Ankudinov Ship Squat Predictions Part I: Theory, Parameters, and FORTRAN Programs	Aug 09
IX-18	Computational Model of a Lock Filling System by Richard L. Stockstill	Jan 09
IX-17	Considerations for Modeling Vessel-Generated Currents and Bed Shear Stresses	Oct 08
IX-16	Numerical Evaluation of Stress Intensity Factors (KI) J-Integral Approach	Sep 06
IX-15	Modeling of Vessel Effects: Selection of Adaption Parameters for Modeling Vessels in ADH	Mar 05
IX-14	Charleston Harbor Ship Motion Data Collection and Squat Analysis	Mar 04
IX-13	Monitoring Navigation Using Time-Lapse Video Recorders	Dec 03
IX-12	Defining Angle and Spacing of Bendway Weirs	Dec 03
IX-11	Current Direction and Velocity Measurements Using GPS Receivers Mounted on Floats at Tom Bevill Lock and Dam	Dec 02
IX-10	Monitoring Completed Navigation Projects, Lessons Learned V	Sep 02
IX-9	Mooring Model for Barge Tows in Lock Chamber	Jun 02
IX-8	General Guard Wall Design Considerations for Tow Entry and Exit	Jun 02
IX-7	Deep-Draft Entrance Channels: Preliminary Comparisons Between Field and Laboratory Measurements	Dec 01
IX-6	Modeling Navigation Conditions at Lock Approaches	Dec 01
IX-5	Monitoring Completed Navigation projects Program	Sep 01
IX-4	Simulation of Flow In Hydraulic Structures Using ADH	Dec 00
IX-3	Performance of Precast Concrete Stay-in-Place Forming System for Lock Walls Rehabilitation	Apr 00
IX-2	Modeling Surges in Navigation Lock Approaches	Apr 00
IX-1	Deep-Draft Coastal Navigation Entrance Channel Practice	Mar 99

SECTION X ENGINEERING HYDROLOGY

Number

Title

Date

SECTION XI GROUNDWATER HYDRAULICS

Number

Title

Date

XI-1

DDJC-Sharpe Defense Distribution Depot: FEMWATER 3D Transport Model of TCE Plume Migration with Natural Attenuation

Mar 04

SECTION XII HYDROINFORMATICS

Number

Title

Date

SECTION XIII MISCELLANEOUS INLAND SUBJECTS

Number

Title

Date

XIII-2	Implementation of Discontinuous Galerkin Methods for the Level Set Equation on Unstructured Meshes	Jan 08
XIII-1	Modeling Free-Surface Flow Over a Weir	Aug 06

SECTION XIV REGIONAL SEDIMENT MANAGEMENT

Number

Title

Date

XIV-9	Regional Morphology Analysis Package (RMAP), Version 3: User's Guide and Tutorial	Sep 09
XIV-8	Authorities and Policies Supporting Implementation of Regional Sediment Management	Jun 02
XIV-7	SBAS-A: SBAS for ArcView Application	Jun 02
XIV-6	Potential Methods for Reducing Shoaling in Harbors and Navigation Channels	Jun 02
XIV-5	Lessons Learned from Existing Projects on Shoaling in Harbors and Navigation Channels	Jun 02
XIV-4	Overview of Regional Coastal Sediment Processes and Controls	Mar 02
XIV-3	Sediment Budget Analysis System (SBAS): Upgrade for Regional Applications	Jun 01
XIV-2	Tools for Regional Sediment Management	Jun 01
XIV-1	The Corps of Engineers' National Regional Sediment Management Demonstration Program	Jun 01