Annual Report of the Secretary of War, Volume 2U.S. Government Printing Office, 1893 |
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Página 1245
... width of 600 feet , and at its upper end , for a distance of about 6,500 feet , its width is 800 feet . Brewerton division . ― This division extends from the lower end of the Fort McHenry division to the upper end of the Cutoff division ...
... width of 600 feet , and at its upper end , for a distance of about 6,500 feet , its width is 800 feet . Brewerton division . ― This division extends from the lower end of the Fort McHenry division to the upper end of the Cutoff division ...
Página 1338
... width , and , on account of irregularities in its position , is not available at all points to its full width and depth . These deficiencies are due to a too great distance between the contract- ing wing dams and to an excessive width ...
... width , and , on account of irregularities in its position , is not available at all points to its full width and depth . These deficiencies are due to a too great distance between the contract- ing wing dams and to an excessive width ...
Página 1429
... width varying from 270 to 74 feet from Wilmington 7 miles down to Logs and Big Island Shoal ; thence 16 feet depth and 270 feet width 43 miles to Lilliput Angle ; thence for one - half mile the minimum depth is 14 feet for a width of ...
... width varying from 270 to 74 feet from Wilmington 7 miles down to Logs and Big Island Shoal ; thence 16 feet depth and 270 feet width 43 miles to Lilliput Angle ; thence for one - half mile the minimum depth is 14 feet for a width of ...
Índice
IN THE CHARge of Maj W H Heuer CORPS OF ENGINEERS | 1141 |
PART II | 1143 |
EXAMINATIONS Little Wabash River Ill 2569 Embarras River Ill 2573 | 1151 |
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act approved July American Dredging Co Amount appropriated Amount estimated amount expended Apalachicola River appropriated by act approved July 13 Assistant Engineer August 11 balance unexpended banks bridge Cedar Keys cents channel Chief of Engineers civil act Cluster commerce COMMERCIAL STATISTICS completion of existing compliance with requirements contract Corps of Engineers Creek cubic yards dams Delaware depth dike ending June 30 ENGINEER OFFICE existing project expended during fiscal expended in fiscal feet at mean feet deep feet wide fiscal year ending Florida freight harbor acts high water Island jetty Jones River June 14 June 30 logs low-water lumber Mayport mean low water miles Money statement mouth navigation obstructions overhanging trees plan of improvement Point port profitably expended railroad removed requirements of sections respectfully riprap river and harbor rock scows September 19 shoals steamboat steamers stone Submitted in compliance sundry civil act survey Tons Total vessels width Wilmington