Search function temporarily offline.
Home Projects Publications R&D Applications Software Data Contact
Research Programs
Products/Services
Facilities
Organization (Branches)
Events Calendar
EXPERTISE ...
Coastal Structures
Coastlines
Data Collection
Dredging
Erosion Control
Estuaries
Fish Passage
Flood Control
Groundwater
Harbors
Hydraulic Structures
Inlets
Navigation
Rivers
Soils/Sediments
Warfighter Support
Watersheds
Waves
Wetlands
R&D Applications
Glossary
Other Resources
Coastal and Hydraulics Engineering Technical Notes (CHETN) - Cancelled Documents
December 19, 2007

CETN/CHETN Cancellation Disclaimer

The following list of Coastal Engineering Technical Notes (CETN) and Coastal and Hydraulic Engineering Technical Notes (CHETN) are cancelled and are no longer supported by the Coastal and Hydraulics Laboratory, US Army Corps of Engineers. The above mentioned cancelled technical notes should not be used for design guidance and are for historical reference only. Design Guidance supported by the US Army Corps of Engineers may be found in US Army Engineer Manuals, Engineer Regulations and the Coastal Engineering Manual.

The cancellation of these technical notes is due to one or more of the following reasons: 1) Information in the technical note is superseded by more recent publication(s), 2) Data/information/methodology found in the technical note is obsolete and is no longer applicable, or 3) no longer reflects US Army Corps of Engineers policy.

Number Title Date
I-2 Computer Program - GODAS - Waves And Waves Setup Sep 79
I-10 Clarification of Wave Height Parameters Nov 83
I-15 Irregular Wave Runup on Beaches Mar 06
I-16 Computer Program - STORM SURGE Jun 86
I-17 Direct Methods for Calculating Wavelength Jun 85
I-19 Atlantic Coast Wave Hindcasta (Phase II) Sep 82
I-21 Estimation of Wave Growth and Decay Over Flooded Land - Computer Program - WAVFLOOR (MACE-9) Sep 85
I-22 Computer Program MADSEN For Wave Transmission By Permeable Rubble-Mound Breakwaters Feb 84
I-23 Coastal Engineering Data Retrieval System (CEDRS) Mar 95
I-24 Computer Program TIDEHT (MACE-2) Sep 86
I-25 Computer Program TIDEC (MACE-3) Nov 84
I-27 Computer Program: WIND (MACE-5) Adjusted Windspeed for Wave Forecasting Jun 85
I-29 Computer Programs for Harbor Resonance Jun 85
I-30 CURRENT: A Computer Model for Wave-Induced Currents and Setups Jun 85
I-31 Computer Program SHALWAVE (MACE-10) Shallow Water Wave Forecasting Dec 85
I-32 Computer Program SINWAVES (MACE-11) Linear Wave Theory Predictions Dec 85
I-34 Computer Program JONSWAP (MACE-12) Deep Water Wave Forecasting Dec 85
I-35 Computer Program WAVTRANS (MACE-13) Wave Transmission By Overtopping Dec 85
I-37 Estimating Irregular Wave Runup Heights on Rough Slopes - Computer Program WAVRUNUP (MACE-14) Dec 85
I-38 Estimation of Economic Losses As A Function of Wave Height - Computer Program BWLOSS1 (MACE-15) Sep 86
I-39 Estimation of Economic Losses From Transmitted Waves - Computer Program BWLOSS2 (MACE-16) Sep 86
I-40 Extremal Significant Wave Height Distributionns - Computer Program WAVDIST (MACE-17) Sep 86
I-55 Availability of NDBUNOAA Data at WES Sep 95
I-62 The Harvest Experiment Jun 98
II-4 Fall Veloctiy of Beach Sands Jun 81
II-5 Selecting Construction Profiles For Initial Placement of Beach Fills Oct 81
II-6 Beach-Fill Transitions Mar 82
II-7 One-Line (Shoreline Change) Models Mar 85
II-8 Low-Cost Procedure For Measuring Shoreline Change Jun 82
II-9 Pipe Profile Method For Beach Surveys Jan 83
II-10 N-Line (Bathymetic Changes) Model Jun 88
II-12 The Remotely Operated Sediment Coring Device (ROSCO) Mar 86
II-13 Mesuring Shoreline Change Mar 86
II-25 Determing The Length of Return Walls Mar 91
II-32 Beach-Fill Volume Required to Produce Specified Dry Beach Width Mar 95
II-35 Recommended Base-Level Physical Monitoring of Beach Fills Jun 95
III-10 Groins - Their Applications and Limitations Mar 81
III-11 Protective Beaches - Their Applications and Limitations Mar 81
III-12 Groin System Transitions Jun 81
III-13 Walkway Constructed On Rubble Coastal Structures Sep 84
III-20 Design and Construction Practices for Coastal Buildings Nov 83
III-22 Use of Segmented Offshore Breakwaters For Beach Erosion Control Apr 84
III-24 Use of Bitumen in Coastal Structures Nov 84
III-25 Determining Lengths of Return Walls Mar 85
III-26 Computer Program: HUDSON (MACE-4) Breakwater Design by the Hudson Formula Dec 86
III-27 Estimation of Long Term Damage to Rubblemound Breakwaters - Computer Program BWDAMAGE (MACE-18) Sep 86
III-30 Computer Program TOEPRO (MACE-21) Design of Rubble Toe Protection For a Coastal Structure Mar 87
III-32 Volumetric Rate of Overtopping - Computer Program QOVERTOP (MACE-22) Mar 87
III-39 Design of Rubble Foundation and Rubble Toe Protection Mar 88
III-40 Revetment Failure - An Australian Lesson Jun 88
III-43 Empirical Methods for the Functional Design of Detached Breakwaters for Shoreline Stabilization Sep 91
III-44 Effects of Reflective Walls in Harbors - A Case Study Dec 91
III-45 Baffled Breakwater for Limited Fetch Sites Dec 91
III-48 Shoreline Response to the Redington Shores, FL Breakwater Jun 92
III-50 Monitoring Completed Coastal Projects - Lessons Learned I Jun 92
VI-6 Emerging Hydrographic Survey Technology: The Scanning Hydrographic Operational Airborne LIDAR Survey System Sep 90
VI-12 The Coastal Research Amphibious Buggy (CRAB) Mar 82
VI-13 Computer Programs with Coastal Engineering Applications Jun 82
VI-14 Availability of Digital U.S. Coastal Hydrography Nov 83
VI-18 The Coastal Modeling System: A System of Numerical Models and Support Programs Sep 92
VI-21 Data Collection and Testing Tool: SAUDAS Mar 88
VI-24 COASTNET: A Computer-Conferencing Network Jun 95


Coastal and Hydraulics Laboratory - Engineer Research and Development Center
Waterways Experiment Station - Vicksburg, Mississippi
Web Master
Print Page Content...
 Contacts
Jones, Doyle
 Related Information
Coastal and Hydraulics Engineering Technical Notes (CHETN)