C.H. Hardison
1973, Open-File Report 73-100
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Page 5608, results 140176 - 140200
Publication Extents
Not all publications have extents, not all extents are completely accurateW.J. Haire, K. G. Johnson
1973, Open-File Report 73-96
No abstract available....
Harold G. Golden
1973, Open-File Report 73-90
R.C. Gilstrap
1973, Open-File Report 73-89
No abstract available....
Leonard R. Frost Jr.
1973, Open-File Report 73-87
Michael H. Frimpter
1973, Open-File Report 73-85
Michael H. Frimpter
1973, Open-File Report 73-84
Michael H. Frimpter
1973, Open-File Report 73-82
Michael H. Frimpter
1973, Open-File Report 73-81
Michael H. Frimpter
1973, Open-File Report 73-80
Michael H. Frimpter
1973, Open-File Report 73-79
Michael H. Frimpter
1973, Open-File Report 73-78
Michael H. Frimpter
1973, Open-File Report 73-77
Michael H. Frimpter
1973, Open-File Report 73-76
R.B. Fournier
1973, Open-File Report 73-72
The Mesa 6-1 drillhole penetrates 8,031 feet of sediments. Cuttings are chiefly siltstones, but with varying amounts of sandstones ranging from very fine sand to very coarse sand size. Color changes in the siltstones constitute the only systematic changes of lithology with depth; these are considered to be the result...
Roy W. Fairchild, Gilbert W. Leve
1973, Open-File Report 73-68
George W. Edelen Jr.
1973, Open-File Report 73-66
Bernard Dunn
1973, Open-File Report 73-62
Alex E. Dong, Robert L. Tobin
1973, Open-File Report 73-61
T. Ray Cummings
1973, Open-File Report 73-54
Reaeration coefficients (k2), which are rate constants for the process of oxygen absorption from the atmosphere, have been computed for Michigan's streams using an equation developed by Bennett and Rathbun (1972). Mean velocity and mean depth data, which are necessary for the computation, have been extracted from discharge measurements made...
Edward Riley Cox
1973, Open-File Report 73-52
James B. Cooper
1973, Open-File Report 73-49
William F. Busch, Lewis C. Shaw
1973, Open-File Report 73-37
Knowledge of the frequency and extent of flooding is an important requirement for the design of all works of man bordering or encroaching on flood plains. The proper design of bridges, culverts, dams, highways, levees, reservoirs, sewage-disposal systems, waterworks and all structures on the flood plains of streams requires careful...
M.E. Broom, J.E. Reed
1973, Open-File Report 73-34
The study area comprises about 3,200 square miles of the Mississippi Alluvial Plain in southeast Arkansas. About 90 percent of the area drains south to the Ouachita River in Louisiana. The alluvial aquifer and the streams are hydraulically connected and are studied as an aquifer-stream system. Bayou Bartholomew is a...
J.F. Blakey, P.W. Skinner
1973, Open-File Report 73-25
The proposed water-quality network for the Sabine River Basin of Texas and Louisiana consists of nine monitoring stations, a central control station, a slave-central station, and a leased-line telecommunications system. This monitoring network would provide continuous transmission of water-quality data to the office of the water manager. Level I operations at...