Report of the Chief of Engineers U.S. Army, Volume 1, Part 1U.S. Government Printing Office, 1952 - Engineering Includes the Report of the Mississippi River Commission, 1881-19 . |
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Page 10
... levees to confine within those levee lines be- tween the mouths of the Arkansas and Red Rivers the project flood without a floodway west of the Mississippi River . That amendment also authorized certain minor modifications and back ...
... levees to confine within those levee lines be- tween the mouths of the Arkansas and Red Rivers the project flood without a floodway west of the Mississippi River . That amendment also authorized certain minor modifications and back ...
Page 150
... levee and approximately 5,600 feet of concrete flood wall along the Connecticut River , extending from the Holyoke Water Power Co. dam southerly to high ground near Mosher Street ; about 10,000 feet of concrete flood wall along the ...
... levee and approximately 5,600 feet of concrete flood wall along the Connecticut River , extending from the Holyoke Water Power Co. dam southerly to high ground near Mosher Street ; about 10,000 feet of concrete flood wall along the ...
Page 152
... levee extending from high ground about 2 miles below the Willimansett bridge downstream along the Connecticut River and up the north bank of the Chico- pee River to high ground above the Boston & Maine Railroad bridge ; 3,200 feet of ...
... levee extending from high ground about 2 miles below the Willimansett bridge downstream along the Connecticut River and up the north bank of the Chico- pee River to high ground above the Boston & Maine Railroad bridge ; 3,200 feet of ...
Page 155
... levee , 2,400 feet of bank improvement , 6,100 feet of foundation treatment and three pump- ing stations . The levees and walls are designed to protect against a flood greater than any of record reduced by the approved plan of ...
... levee , 2,400 feet of bank improvement , 6,100 feet of foundation treatment and three pump- ing stations . The levees and walls are designed to protect against a flood greater than any of record reduced by the approved plan of ...
Page 158
... levees and concrete flood walls consisting of the following features : Approximately 19,000 feet of earth levee and 750 feet of concrete flood wall along the Connecticut and Hockanum Rivers extending from the high ground near Greene ...
... levees and concrete flood walls consisting of the following features : Approximately 19,000 feet of earth levee and 750 feet of concrete flood wall along the Connecticut and Hockanum Rivers extending from the high ground near Greene ...
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Common terms and phrases
100 feet wide 12 feet deep 1st sess 2d sess 30 feet Accounts payable anchorage Annual Report Bayou bridge Canal Chief of Engineers Committee resolution Condition at end Cong Connecticut River construction contract contributed funds controlling depths cooperation Cost and financial costs and expenditures Creek cubic yards dredging end of fiscal ending June 30 existing project feet long financial summary 1947 fiscal year 1952 Fiscal year ending fiscal years prior Flood Control Act Geodetic Survey Chart Gulf of Mexico Harbor Act hired labor including fiscal jetties Johns River July 24 June 25 June 30 Lake Lake Okeechobee latest published map levee mean low water miles mouth navigation Operations and results previous projects project dimensions project was authorized Proposed operations Report for 1938 reservoir results during fiscal revised in 1951 River and Harbor Terminal facilities thence total costs Total to June turning basin U. S. Coast wharves width