Savannah Harbor Investigation and Model Study. Volume III. Results of Model Investigations. Section 3. Results of Supplemental Tests.
Contents: Effects of back river sediment traps; Effects of back river sediment basin and tide gates; Effects of sediment basin and tide gate structures on passage of flood flows; Effects of fresh water diversion. See also Volume 3 Section 4, AD-724 930.
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ftdtic:AD0724929 2023-05-15T15:34:49+02:00 Savannah Harbor Investigation and Model Study. Volume III. Results of Model Investigations. Section 3. Results of Supplemental Tests. Simmons,H. B. Rhodes,H. J. ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS 1963-11 text/html http://www.dtic.mil/docs/citations/AD0724929 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0724929 en eng http://www.dtic.mil/docs/citations/AD0724929 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Civil Engineering (*HARBORS *HYDRAULIC MODELS) RIVERS SEDIMENTATION TIDES STRUCTURES DRAINAGE FLOODS NAVIGATION WATER TRAFFIC SOUTH CAROLINA GEORGIA LOCKS(WATERWAYS) SAVANNAH HARBOR Text 1963 ftdtic 2016-02-19T00:51:25Z Contents: Effects of back river sediment traps; Effects of back river sediment basin and tide gates; Effects of sediment basin and tide gate structures on passage of flood flows; Effects of fresh water diversion. See also Volume 3 Section 4, AD-724 930. Text Back River Defense Technical Information Center: DTIC Technical Reports database |
institution |
Open Polar |
collection |
Defense Technical Information Center: DTIC Technical Reports database |
op_collection_id |
ftdtic |
language |
English |
topic |
Civil Engineering (*HARBORS *HYDRAULIC MODELS) RIVERS SEDIMENTATION TIDES STRUCTURES DRAINAGE FLOODS NAVIGATION WATER TRAFFIC SOUTH CAROLINA GEORGIA LOCKS(WATERWAYS) SAVANNAH HARBOR |
spellingShingle |
Civil Engineering (*HARBORS *HYDRAULIC MODELS) RIVERS SEDIMENTATION TIDES STRUCTURES DRAINAGE FLOODS NAVIGATION WATER TRAFFIC SOUTH CAROLINA GEORGIA LOCKS(WATERWAYS) SAVANNAH HARBOR Simmons,H. B. Rhodes,H. J. Savannah Harbor Investigation and Model Study. Volume III. Results of Model Investigations. Section 3. Results of Supplemental Tests. |
topic_facet |
Civil Engineering (*HARBORS *HYDRAULIC MODELS) RIVERS SEDIMENTATION TIDES STRUCTURES DRAINAGE FLOODS NAVIGATION WATER TRAFFIC SOUTH CAROLINA GEORGIA LOCKS(WATERWAYS) SAVANNAH HARBOR |
description |
Contents: Effects of back river sediment traps; Effects of back river sediment basin and tide gates; Effects of sediment basin and tide gate structures on passage of flood flows; Effects of fresh water diversion. See also Volume 3 Section 4, AD-724 930. |
author2 |
ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS |
format |
Text |
author |
Simmons,H. B. Rhodes,H. J. |
author_facet |
Simmons,H. B. Rhodes,H. J. |
author_sort |
Simmons,H. B. |
title |
Savannah Harbor Investigation and Model Study. Volume III. Results of Model Investigations. Section 3. Results of Supplemental Tests. |
title_short |
Savannah Harbor Investigation and Model Study. Volume III. Results of Model Investigations. Section 3. Results of Supplemental Tests. |
title_full |
Savannah Harbor Investigation and Model Study. Volume III. Results of Model Investigations. Section 3. Results of Supplemental Tests. |
title_fullStr |
Savannah Harbor Investigation and Model Study. Volume III. Results of Model Investigations. Section 3. Results of Supplemental Tests. |
title_full_unstemmed |
Savannah Harbor Investigation and Model Study. Volume III. Results of Model Investigations. Section 3. Results of Supplemental Tests. |
title_sort |
savannah harbor investigation and model study. volume iii. results of model investigations. section 3. results of supplemental tests. |
publishDate |
1963 |
url |
http://www.dtic.mil/docs/citations/AD0724929 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0724929 |
genre |
Back River |
genre_facet |
Back River |
op_source |
DTIC AND NTIS |
op_relation |
http://www.dtic.mil/docs/citations/AD0724929 |
op_rights |
APPROVED FOR PUBLIC RELEASE |
_version_ |
1766365102513061888 |