Experimental Study of Monochromatic Wave-Ebb Current Interaction. Volume 1. Main Text and Appendix A
This report describes an experimental study of the interaction of monochromatic waves and an ebb current in and near a shallow entrance channel. Laboratory experiments were performed in a three-dimensional basin with a 1 vertical (IV) on 30 horizontal (30H) fixed-bed slope. Two entrance channel conf...
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description | This report describes an experimental study of the interaction of monochromatic waves and an ebb current in and near a shallow entrance channel. Laboratory experiments were performed in a three-dimensional basin with a 1 vertical (IV) on 30 horizontal (30H) fixed-bed slope. Two entrance channel configurations were tested: one with a IV on IH side slope and the other with vertical sides. Both had equal cross-sectional areas and were 1-m wide, 10-cm deep, and 5.5-m long. Four small amplitude waves were generated using the directional spectral wave generator (DSWG). These waves had wave periods of 0.75 and 1.50 sec, directions of 0 deg and 20 deg (relative to normal to the DSWG), and wave heights of 5.0 cm. Steady ebb currents of 10, 20, and 30 cm/sec were generated using a 0.16-M3 pump. Measurements were made with capacitance wave gages and triaxial ultrasonic current meters in a 5-m by 6-m area. The six cross-shore transects had seven gages with a 1-m spacing between gages... Ebb current, Wave-current interaction, Three-dimensional physical models.
Prepared in collaboration with Cornell Univ., Ithaca, NY 14853. Dept of Civil and Environmental Engineering. |
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Prepared in collaboration with Cornell Univ., Ithaca, NY 14853. Dept of Civil and Environmental Engineering.</description><language>eng</language><subject>AIR WATER INTERACTIONS ; AMPLITUDE ; CAPACITANCE ; CHANNELS(WATERWAYS) ; Civil Engineering ; COASTAL ENGINEERING ; COASTAL REGIONS ; CONFIGURATIONS ; GAGES ; HEIGHT ; HYDRAULIC MODELS ; INLETS(WATERWAYS) ; MEASUREMENT ; OCEAN CURRENTS ; OCEAN WAVES ; Physical and Dynamic Oceanography ; PUMPS ; SEDIMENT TRANSPORT ; SHALLOW WATER ; SHORE PROTECTION ; SHORES ; SLOPE ; STILLING BASINS ; THREE DIMENSIONAL ; ULTRASONICS ; WIND</subject><creationdate>1992</creationdate><rights>Approved for public release; distribution is unlimited.</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,776,881,27546,27547</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/ADA260855$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Briggs, Michael J</creatorcontrib><creatorcontrib>Green, Debra R</creatorcontrib><creatorcontrib>COASTAL ENGINEERING RESEARCH CENTER VICKSBURG MS</creatorcontrib><title>Experimental Study of Monochromatic Wave-Ebb Current Interaction. Volume 1. Main Text and Appendix A</title><description>This report describes an experimental study of the interaction of monochromatic waves and an ebb current in and near a shallow entrance channel. Laboratory experiments were performed in a three-dimensional basin with a 1 vertical (IV) on 30 horizontal (30H) fixed-bed slope. Two entrance channel configurations were tested: one with a IV on IH side slope and the other with vertical sides. Both had equal cross-sectional areas and were 1-m wide, 10-cm deep, and 5.5-m long. Four small amplitude waves were generated using the directional spectral wave generator (DSWG). These waves had wave periods of 0.75 and 1.50 sec, directions of 0 deg and 20 deg (relative to normal to the DSWG), and wave heights of 5.0 cm. Steady ebb currents of 10, 20, and 30 cm/sec were generated using a 0.16-M3 pump. Measurements were made with capacitance wave gages and triaxial ultrasonic current meters in a 5-m by 6-m area. The six cross-shore transects had seven gages with a 1-m spacing between gages... Ebb current, Wave-current interaction, Three-dimensional physical models.
Prepared in collaboration with Cornell Univ., Ithaca, NY 14853. Dept of Civil and Environmental Engineering.</description><subject>AIR WATER INTERACTIONS</subject><subject>AMPLITUDE</subject><subject>CAPACITANCE</subject><subject>CHANNELS(WATERWAYS)</subject><subject>Civil Engineering</subject><subject>COASTAL ENGINEERING</subject><subject>COASTAL REGIONS</subject><subject>CONFIGURATIONS</subject><subject>GAGES</subject><subject>HEIGHT</subject><subject>HYDRAULIC MODELS</subject><subject>INLETS(WATERWAYS)</subject><subject>MEASUREMENT</subject><subject>OCEAN CURRENTS</subject><subject>OCEAN WAVES</subject><subject>Physical and Dynamic Oceanography</subject><subject>PUMPS</subject><subject>SEDIMENT TRANSPORT</subject><subject>SHALLOW WATER</subject><subject>SHORE PROTECTION</subject><subject>SHORES</subject><subject>SLOPE</subject><subject>STILLING BASINS</subject><subject>THREE DIMENSIONAL</subject><subject>ULTRASONICS</subject><subject>WIND</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1992</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNqFjLsOgkAQAGksjPoHFvsDEB-B2F7wjBZUEi3Jwi3xkmOPHIvBv5fC3mqKmcwyMnrqKdiOWNDBXUbzAd9C4dk3r-A7FNvAE98U67qGfAxhLuHGQgEbsZ4TeHg3dgT7BAq0DCVNAsgGVN8TGzuBWkeLFt1Amx9X0faiy_wam_leDWKZpFJndch2pzQ9_tFfz8I6Ug</recordid><startdate>199212</startdate><enddate>199212</enddate><creator>Briggs, Michael J</creator><creator>Green, Debra R</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>199212</creationdate><title>Experimental Study of Monochromatic Wave-Ebb Current Interaction. Volume 1. Main Text and Appendix A</title><author>Briggs, Michael J ; Green, Debra R</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA2608553</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1992</creationdate><topic>AIR WATER INTERACTIONS</topic><topic>AMPLITUDE</topic><topic>CAPACITANCE</topic><topic>CHANNELS(WATERWAYS)</topic><topic>Civil Engineering</topic><topic>COASTAL ENGINEERING</topic><topic>COASTAL REGIONS</topic><topic>CONFIGURATIONS</topic><topic>GAGES</topic><topic>HEIGHT</topic><topic>HYDRAULIC MODELS</topic><topic>INLETS(WATERWAYS)</topic><topic>MEASUREMENT</topic><topic>OCEAN CURRENTS</topic><topic>OCEAN WAVES</topic><topic>Physical and Dynamic Oceanography</topic><topic>PUMPS</topic><topic>SEDIMENT TRANSPORT</topic><topic>SHALLOW WATER</topic><topic>SHORE PROTECTION</topic><topic>SHORES</topic><topic>SLOPE</topic><topic>STILLING BASINS</topic><topic>THREE DIMENSIONAL</topic><topic>ULTRASONICS</topic><topic>WIND</topic><toplevel>online_resources</toplevel><creatorcontrib>Briggs, Michael J</creatorcontrib><creatorcontrib>Green, Debra R</creatorcontrib><creatorcontrib>COASTAL ENGINEERING RESEARCH CENTER VICKSBURG MS</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Briggs, Michael J</au><au>Green, Debra R</au><aucorp>COASTAL ENGINEERING RESEARCH CENTER VICKSBURG MS</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Experimental Study of Monochromatic Wave-Ebb Current Interaction. Volume 1. Main Text and Appendix A</btitle><date>1992-12</date><risdate>1992</risdate><abstract>This report describes an experimental study of the interaction of monochromatic waves and an ebb current in and near a shallow entrance channel. Laboratory experiments were performed in a three-dimensional basin with a 1 vertical (IV) on 30 horizontal (30H) fixed-bed slope. Two entrance channel configurations were tested: one with a IV on IH side slope and the other with vertical sides. Both had equal cross-sectional areas and were 1-m wide, 10-cm deep, and 5.5-m long. Four small amplitude waves were generated using the directional spectral wave generator (DSWG). These waves had wave periods of 0.75 and 1.50 sec, directions of 0 deg and 20 deg (relative to normal to the DSWG), and wave heights of 5.0 cm. Steady ebb currents of 10, 20, and 30 cm/sec were generated using a 0.16-M3 pump. Measurements were made with capacitance wave gages and triaxial ultrasonic current meters in a 5-m by 6-m area. The six cross-shore transects had seven gages with a 1-m spacing between gages... Ebb current, Wave-current interaction, Three-dimensional physical models.
Prepared in collaboration with Cornell Univ., Ithaca, NY 14853. Dept of Civil and Environmental Engineering.</abstract><oa>free_for_read</oa></addata></record> |
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subjects | AIR WATER INTERACTIONS AMPLITUDE CAPACITANCE CHANNELS(WATERWAYS) Civil Engineering COASTAL ENGINEERING COASTAL REGIONS CONFIGURATIONS GAGES HEIGHT HYDRAULIC MODELS INLETS(WATERWAYS) MEASUREMENT OCEAN CURRENTS OCEAN WAVES Physical and Dynamic Oceanography PUMPS SEDIMENT TRANSPORT SHALLOW WATER SHORE PROTECTION SHORES SLOPE STILLING BASINS THREE DIMENSIONAL ULTRASONICS WIND |
title | Experimental Study of Monochromatic Wave-Ebb Current Interaction. Volume 1. Main Text and Appendix A |
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