J.A. Bettendorf
1966, Open-File Report 66-6
Search Results
164935 results.
Alternate formats: RIS file of the first 3000 search results | Download all results as CSV | TSV | Excel | RSS feed based on this search | JSON version of this page of results
Page 5892, results 147276 - 147300
Publication Extents
Not all publications have extents, not all extents are completely accurateNewton Earl Chute
1966, Bulletin 1163-B
No abstract available....
Harry H. Barnes, Harold G. Golden
1966, Water Supply Paper 1674
No abstract available....
Paul Averitt
1966, Bulletin 1222-G
George M. Farlekas
1966, Open-File Report 66-43
A stream overflowing its banks is a natural phenomenon. This natural phenomenon of flooding has occurred on the Delaware River in the past and will occur in the future. T' o resulting inundation of large areas can cause property damage, business losses and possible loss of life, and may result...
Bruce Bryant, John Calvin Reed
1966, Circular 521
No abstract available....
John William Harshbarger, D.D. Lewis, H.E. Skibitzke, W. L. Heckler, L. R. Kister, H. L. Revised by Baldwin
1966, Water Supply Paper 1648
A. D. Randall
1966, Open-File Report 66-107
J.F. Turner Jr.
1966, Professional Paper 272-G
The mass-transfer and water-budget techniques of calibrating a reservoir for evaporation were evaluated through a study of Lake Michie, N.C. The techniques appear adequate for estimation of lake evaporation and net seepage in humid regions where lake storage is affected by streamflow and ground-water seepage, under conditions no more adverse...
Donald C. Noble, Richard D. Krushensky, E. J. McKay, John R. Ege
1966, Trace Elements Investigations 866
Harlan H. Schwob
1966, Open-File Report 67-196
Highway engineers and many others use flood stages and discharges in the design of bridges and other structures or operations on the flood plain of a stream. These data are provided in the form of gaging-station and other flood records and as flood profiles. Flood-frequency data are used to compute...
Bernard Dunn
1966, Open-File Report 66-31
R. E. Evenson
1966, Open-File Report 66-42
Hydrologic data collected during the climatically near-average 6-year period of inventory 1957-62 provide the basis for making estimates of supply to and demand from the Lompoc subarea of the Santa Ynez River basin and changes in the quantity of water stored in the deposits of the basin. The hydrologic inventory...
Morris Deutsch, J.C. Wallace
1966, Open-File Report 66-23
W.H. Espey Jr.
1966, Open-File Report 66-41
No abstract available....
Philip J. Carpenter, David H. Appel
1966, Open-File Report 67-37
This investigation was undertaken as a part of the cooperative program with the Iowa Institute of Hydraulic Research, the City of Des Moines, and the U.S. Geological Survey. The purpose of this report is twofold: 1. To present water-surface profiles and rating curves for existing channel conditions in the 4-mile reach...
George E. Welder, L. J. McGreevy
1966, Hydrologic Atlas 219
No abstract available....
Peter W. Anderson, John R. George
1966, Water Supply Paper 1819-G
No abstract available....
William B. Bull
1966, Open-File Report 66-13
Near-surface subsidence results chiefly from the compaction of deposits by an overburden load as the clay bond supporting the deposits is weakened by water percolating through the deposits for the first time since burial. About 100 square miles of alluvial-fan deposits in western Fresno County, California, have been affected by...
Louis Pavlides
1966, Open-File Report 66-96
L. E. Young, E. E. Harris
1966, Water Supply Paper 1830-A
No abstract available....
George L. Snyder
1966, Open-File Report 66-126
No abstract available....
A.I. Johnson, R.P. Moston, S.F. Versaw
1966, Water Supply Paper 1615-H
R.H. Musgrove, M. E. Cooley
1966, Open-File Report 66-91
D. R. Mabey
1966, Open-File Report 66-81