J.T. Wilson, B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-326
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Publication Extents
Not all publications have extents, not all extents are completely accurateJ.T. Wilson, B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-337
J.T. Wilson, B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-333
John P. Masterson, Paul M. Barlow
1997, Water Supply Paper 2447
Three-dimensional transient ground-water-flow models that simulate both freshwater and saltwater flow were developed for the flow cells of the Cape Cod Basin to determine the effects of long-term pumping and recharge, seasonal fluctuations in pumping and recharge, and prolonged reductions of natural recharge, on the position of the freshwater-saltwater interface,...
B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-314
Debbie Warner
1997, Water-Resources Investigations Report 97-4129
A cooperative study by the Albany Water, Gas, and Light Commission and the U.S. Geological Survey was conducted to evaluate the hydrogeology of the Upper Floridan aquifer in an area southwest of Albany and west of the Flint River in Dougherty County, Ga. The study area lies in the Dougherty...
Russell A. Gadoury
1997, Fact Sheet 152-97
Introduction In times of floods and droughts, immediate access to river level data is important to officials charged with the responsibilities of protecting lives and property by taking actions to diminish the adverse effects of the emergency. The U.S. Geological Survey (USGS), in cooperation with many Federal, State, and local agencies,...
D. C. Voelker
1997, Water-Resources Investigations Report 97-4137
No abstract available....
Luna Bergere Leopold, William W. Emmett
1997, Professional Paper 1583
During 1973-79, bedload data were collected in a sophisticated trap on a river of moderate size, the East Fork. The transport rate was measured most days through a full snowmelt season, and the rate was determined separately for eight zones across the channel width. The quantitative data are unique and...
Thomas B. Reed
1997, Water-Resources Investigations Report 97-4114
The demand for water from the Warwick aquifer, which underlies the Fort Totten Indian Reservation in northeastern North Dakota, has been increasing during recent years. Therefore, the Spirit Lake Sioux Nation is interested in resolving questions about the quantity and quality of water in the aquifer and in developing a...
W.L. Jungblut, R. L. Porcella
J.C. Switzer, editor(s)
1997, Circular 1152
This report presents accelerogram data of strong ground motion and the response of representative engineered structures during moderate to large earthquakes recorded during 1994....
R. L. Miller, B.A. Robinson, D. C. Voelker
1997, Open-File Report 97-323
M. J. Giorgino, J. D. Bales
1997, Water-Resources Investigations Report 97-4131
From January 1993 through March 1994, the U.S. Geological Survey conducted an investigation of Rhodhiss Lake in cooperation with the Western Piedmont Council of Governments. Objectives of the investigation were to describe ambient hydrologic and water-quality conditions, to estimate loadings of nutrients and suspended solids from selected tributaries and point...
B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-311
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedimenttransport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-70-35-5245 on Interstate 70 crossing...
R. L. Miller, B.A. Robinson, D. C. Voelker
1997, Open-File Report 97-330
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-275-0-5639 on Interstate 275 crossing the...
B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-334
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sediment transport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-69-76-4775 on Interstate 69...
R. L. Miller, B.A. Robinson, D. C. Voelker
1997, Open-File Report 97-313
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-70-148-4528 on Interstate 70 crossing West...
R. L. Miller, B.A. Robinson, D. C. Voelker
1997, Open-File Report 97-321
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. The results of the modified Levell II analysis for structure I-74-32-4946 on Interstate 74 crossing Sugar...
B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-310
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sediment transport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-70-141-4972 on Interstate 70...
B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-320
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sediment transport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-70-60-5180 on Interstate 70...
B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-316
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedimenttransport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-65-118-4838 on Interstate 65 crossing...
R. L. Miller, B.A. Robinson, D. C. Voelker
1997, Open-File Report 97-329
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-674-7-6974 on Interstate 164 crossing Schlensker...
R. L. Miller, B.A. Robinson, D. C. Voelker
1997, Open-File Report 97-319
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-64-108-5658 on Interstate 64 crossing Indian...
B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-318
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sediment transport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-69-64-4767 on Interstate 69...
B.A. Robinson, D. C. Voelker, R. L. Miller
1997, Open-File Report 97-312
Level II scour evaluations follow a process in which hydrologic, hydraulic, and sediment transport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-69-16-5324 on Interstate 69...