Congressional Serial Set, Issue 10880U.S. Government Printing Office, 1944 - United States Reports, Documents, and Journals of the U.S. Senate and House of Representatives. |
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Page 16
... consideration of the maximum probable rainfall occurring when minimum loss rates prevailed in the drainage area under consideration . A peak discharge of 127,000 cubic feet per second and run - off volume of 175,000 acre - feet were ...
... consideration of the maximum probable rainfall occurring when minimum loss rates prevailed in the drainage area under consideration . A peak discharge of 127,000 cubic feet per second and run - off volume of 175,000 acre - feet were ...
Page 17
... consideration . None of these dams provides any storage , the structures serving merely to raise the water to the elevation of the irrigation canal headgates . At the present time , several diversion structures are not in operation ...
... consideration . None of these dams provides any storage , the structures serving merely to raise the water to the elevation of the irrigation canal headgates . At the present time , several diversion structures are not in operation ...
Page 30
... Consideration has been given to the type of flood and the time of year in which the flood occurred , in determining the average annual benefits to crops , lands , and improvemeats which were computed as $ 834 . 83. Average annual ...
... Consideration has been given to the type of flood and the time of year in which the flood occurred , in determining the average annual benefits to crops , lands , and improvemeats which were computed as $ 834 . 83. Average annual ...
Page 32
... consideration , for floods of probable occurrence equaled or exceeded per 100 years are given in the preceding paragraphs . 90. The average annual benefits accruing to a dual - purpose reservoir at the Sopris Dam site , which would ...
... consideration , for floods of probable occurrence equaled or exceeded per 100 years are given in the preceding paragraphs . 90. The average annual benefits accruing to a dual - purpose reservoir at the Sopris Dam site , which would ...
Page 33
... consideration occurred in September 1904 , and a flood of this magnitude would have a probable occurrence of about once in 100 years . e res costs , those flood 9.700 425 . D. ) 1 oject not Jual rence pose with Ivoir ture . tion . voir ...
... consideration occurred in September 1904 , and a flood of this magnitude would have a probable occurrence of about once in 100 years . e res costs , those flood 9.700 425 . D. ) 1 oject not Jual rence pose with Ivoir ture . tion . voir ...
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Common terms and phrases
acres agricultural appendix Arkansas River authorized bank Board of Engineers bridge canal channel Chehalis River Chestnut Creek Chief of Engineers construction Conway County costs and annual County levee district craft cubic feet district engineer division engineer downstream drainage structures dredging economic Engineers for Rivers estimated annual estimated cost estimated first cost evaluated annual benefits existing levee existing project Federal first cost feet per second flood control flood damages flood plain flood protection flow gage Galax harbors of refuge highway indirect losses interests irrigation Jessamine Kentucky River Lake Harney Lake Huron Lake Michigan Lake Monroe land levee project light-draft vessels located maintenance maximum ment mouth navigation non-Federal investment Pajaro River percent plan of improvement present proposed Purgatoire River railroad recommended reservoirs rights-of-way River Basin Rivers and Harbors run-off San Benito River shown storms stream Sturgeon Bay survey tion tributaries Trinidad United upstream vicinity Watsonville
Popular passages
Page 26 - Treasury not otherwise appropriated, to be immediately available, and to be expended under the direction of the Secretary of War and the supervision of the Chief of Engineers, for the construction, completion, repair, and preservation of the public works hereinafter named: ***** Sec.
Page 8 - Act shall be expended on the construction of any project until States, political subdivisions thereof, or other responsible local agencies have given assurances satisfactory to the Secretary of War that they will (a) provide without cost to the United States all lands, easements, and rights-of-way necessary for the construction of the project...
Page 14 - The range between mean lower low water and mean higher high water is 9.9 feet.
Page 6 - Resolved by the Committee on Rivers and Harbors of the House of Representatives, United States, that the Board of Engineers for Rivers and Harbors created under section 3 of the River and Harbor Act, approved June 13...
Page 6 - Senate, That the Board of Engineers for Rivers and Harbors, created under section 3 of the River and Harbor Act, approved June 13, 1902, be and is hereby requested to review the report of the Chief of Engineers on the Ouachita River and tributaries, Arkansas and Louisiana, submitted as Senate Document No.
Page 7 - States free from damages due to the construction works; (c) maintain and operate all the works after completion in accordance with regulations prescribed by the Secretary of the Army...
Page 1 - Sec. 3. That hereafter no money appropriated under authority of this Act shall be expended on the construction of any project until States, political subdivisions thereof, or other responsible local agencies have given assurances satisfactory to the Secretary of War...
Page 12 - ... hold and save the United States free from claims for damages resulting from the improvement; and give assurances satisfactory to the Secretary of War that they will, at their expense, provide suitable bulkheads, dikes, or other structures for retention of excavated material.
Page 10 - Resolved by the Committee on Public Works of the United States Senate, That the Board of Engineers for Rivers and Harbors, created under Section 3 of the Rivers and...
Page 19 - The general comprehensive plan for flood control and other purposes in the Missouri River Basin approved by the Act of June 28, 1938...