Annual Report of the Chief of Engineers, U.S. Army, Part 1, Volume 2U.S. Government Printing Office, 1950 - Harbors |
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Page 1458
... depths up to 20 feet . Depths in this reach greater than project depth are not dependable . Navigation was practicable from Port Cargill , mile 13.1 , to Shakopee for drafts not in excess of 3 feet . The total costs under the existing ...
... depths up to 20 feet . Depths in this reach greater than project depth are not dependable . Navigation was practicable from Port Cargill , mile 13.1 , to Shakopee for drafts not in excess of 3 feet . The total costs under the existing ...
Page 1496
... depth and width not less than 300 feet , to be obtained by revetment of banks , construction of permeable dikes to contract and stabilize the waterway , cut - offs to eliminate long bends , closing of minor channels , removal of snags ...
... depth and width not less than 300 feet , to be obtained by revetment of banks , construction of permeable dikes to contract and stabilize the waterway , cut - offs to eliminate long bends , closing of minor channels , removal of snags ...
Page 1502
... depths in excess of the project depth were made available at all times on the portion of the project upstream from mile 81.8 . Navigation activities on the latter section have increased considerably with the development of the Lake of ...
... depths in excess of the project depth were made available at all times on the portion of the project upstream from mile 81.8 . Navigation activities on the latter section have increased considerably with the development of the Lake of ...
Page 1549
... depth of 6 feet is available throughout this section . The controlling depth throughout this section of the river on June 30 , 1949 , was in excess of the project depth of 9 feet due to the extreme high river stage at which time there ...
... depth of 6 feet is available throughout this section . The controlling depth throughout this section of the river on June 30 , 1949 , was in excess of the project depth of 9 feet due to the extreme high river stage at which time there ...
Page 1645
... depth had been fixed by Congress under the project for open - channel work , but in order to properly aid packet and barge navigation it was found necessary to secure a low - water channel having a minimum depth of from 4 to 6 feet ...
... depth had been fixed by Congress under the project for open - channel work , but in order to properly aid packet and barge navigation it was found necessary to secure a low - water channel having a minimum depth of from 4 to 6 feet ...
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1st sess 2d sess Accounts payable acre-feet appropriated for fiscal appropriated to June available for fiscal breakwater bridge Chief of Engineers Committee resolution Condition at end Cong construction Control Act approved Cost and financial Cost of maintenance Creek dredging end of fiscal ending June 30 Estimated additional amount expenditures to June feet deep financial summary Total fiscal year 1950 Fiscal year ending Flood Control Act Harbor Act hired labor July June 28 Lake Michigan locks and dams Los Angeles River low-water datum maintenance to June miles Mississippi River Missouri River Ohio River Ohio River Basin Operations and results operations.-The balance unexpended outer harbor percent complete pier plans and specifications project depth project was authorized Proposed operations.-The balance reservoir results during fiscal revetment River and Harbor summary Total amount Total amount appropriated total cost Total expended Total net expenditures Total unobligated balance turning basin Unexpended balance Unobligated balance available Wabash River