Level II scour analysis for Bridge 37 (BARTTH00080037) on Town Highway 8, crossing Willoughby River, Barton, Vermont
Joseph D. Ayotte, Erick M. Boehmler
1996, Open-File Report 96-405
This report provides the results of a detailed Level II analysis of scour potential at structure BARTTH00080037 on town highway 8 crossing the Willoughby River, Barton, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 46 (CHELTH00680046) on Town Highway 68, crossing the First Branch of the White River, Chelsea, Vermont
Michael A. Ivanoff, Donald L. Song
1996, Open-File Report 96-406
This report provides the results of a detailed Level II analysis of scour potential at structure CHELTH00680046 on town highway 68 crossing the First Branch of the White River, Chelsea, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of...
Level II scour analysis for Bridge 49 (BRIDTH00530049) on Town Highway 53, crossing North Branch Ottauquechee River, Bridgewater, Vermont
Michael A. Ivanoff, Scott A. Olson
1996, Open-File Report 96-407
This report provides the results of a detailed Level II analysis of scour potential at structure BRIDTH00530049 on town highway 53 crossing the North Branch of the Ottauquechee River, Bridgewater, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of...
Level II scour analysis for Bridge 32 (BRNATH00470032) on Town Highway 47, crossing Locust Creek, Barnard, Vermont
Erick M. Boehmler
1996, Open-File Report 96-409
This report provides the results of a detailed Level II analysis of scour potential at structure BRNATH00470032 on town highway 47 crossing Locust Creek, Barnard, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
Level II scour analysis for Bridge 20 (IRASTH00080020) on Town Highway 8, crossing the Black River, Irasburg, Vermont
Scott A. Olson
1996, Open-File Report 96-154
This report provides the results of a detailed Level II analysis of scour potential at structure IRASTH00080020 on town highway 8 crossing the Black River, Irasburg, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 4 (MNTGTH00020004) on Town Highway 2, crossing Wade Brook, Montgomery, Vermont
Erick M. Boehmler
1996, Open-File Report 96-561
This report provides the results of a detailed Level II analysis of scour potential at structure MNTGTH00020004 on town highway 2 crossing Wade Brook, Montgomery, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
Level II scour analysis for Bridge 26 (BRIDTH00340026) on Town Highway 034, crossing Ottauquechee River, Bridgewater, Vermont
Erick M. Boehmler
1996, Open-File Report 96-157
This report provides the results of a detailed Level II analysis of scour potential at structure BRIDTH00340026 on town highway 34 crossing the Ottauquechee River, Bridgewater, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Ground-water levels in Huron County, Michigan, January 1995 through December 1995
M.J. Sweat
1996, Open-File Report 96-175
In 1990, the U.S. Geological Survey (USGS) completed a study of the hydrogeology of Huron County, Michigan (Sweat, 1991). In 1993, Huron County and the USGS entered into an agreement to continue collecting water levels at selected wells throughout Huron County. As part of the agreement, the USGS has provided...
Hydrogeologic terranes and potential yield of water to wells in the Valley and Ridge Physiographic Province in the eastern and southeastern United States
E. F. Hollyday, G. E. Hileman
1996, Professional Paper 1422-C
The Valley and Ridge Physiographic Province is underlain by deformed sedimentary rock of Paleozoic age including dolomite, limestone, shale, and sandstone. Regolith (soil, sediment, and weathered rock) covers the Paleozoic rock throughout most of the province. Local differences in lithology, structure, and weathering can result in four orders of magnitude...
Technology transfer opportunities : partnerships : three-component borehole seismometer for earthquake seismology
Hsi-Ping Liu
1996, Fact Sheet 231-96
Technology transfer opportunities : partnerships : New technique treats acid mine drainage
Water Resources Division, U.S. Geological Survey
1996, Fact Sheet 212-96
Water Resources Data, South Dakota, Water Year 1995
M.J. Burr, R.W. Teller, K.M. Neitzert
1996, Water Data Report SD-95-1
Future minerals related activity, Interior Columbia Basin Ecosystem Management Project area: an overview
M. L. Zientek, A. A. Bookstrom, S. E. Box, B. R. Johnson
1996, Open-File Report 95-687
Water resources data, Puerto Rico and the U.S. Virgin Islands, Water Year 1995
P.L. Diaz, Zaida Aquino, Carlos Figueroa-Alamo, R.J. Vachier, A.V. Sanchez
1996, Water Data Report PR-95-1
Nutrient and triazine-herbicide concentrations in streams of the Chickies Creek Basin, south-central Pennsylvania, during low-flow conditions
Michael J. Langland, Lloyd A. Reed
1996, Water-Resources Investigations Report 96-4073
Excessive nutrients and herbicides in surface and ground water can affect human health and the aquatic life in Chickies Creek. Potential sources of these contaminants are all around us—direct application of nutrients and herbicides on land, discharge from wastewater-treatment and septic systems, and even deposition from the atmosphere. However, by...
National Geochemical Data Base; 1, National Uranium Resource Evaluation (NURE) Hydrogeochemical and Stream Sediment Reconnaissance (HSSR) data for Alaska, formatted for GSSREARCH data base search software; 2, NURE HHSR data formatted as dBASE files for Alaska and the conterminous United States; 3, NURE HSSR data as originally compiled by the Department of Energy for Alaska and the conterminous United States
J. D. Hoffman, Kim P. Buttleman
1996, Data Series 18-B
Technology transfer opportunities : new development : new protocol verifies sterility of newly hatched fish
J.A. Jenkins
1996, Fact Sheet 211-96
U.S. Geological Survey's Biological Resources Disicipline scientists have developed a procedure that could save commercial producers of triploid grass carp between $2000 and $3000 per pond. Since 1983, triploid grass carp have been commercially available for managing aquatic weeds that can cause water quality problems, replace native plants, or impede...
Level II scour analysis for Bridge 41 (WODSTH00750041) on Town Highway 75, crossing Happy Valley Brook, Woodstock, Vermont
Scott A. Olson
1996, Open-File Report 96-567
This report provides the results of a detailed Level II analysis of scour potential at structure WODSTH00750041 on town highway 75 crossing Happy Valley Brook, Woodstock, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 32 (CONCTH00030032) on Town Highway 3, crossing the Moose River, Concord, Vermont
Scott A. Olson
1996, Open-File Report 96-582
This report provides the results of a detailed Level II analysis of scour potential at structure CONCTH00030032 on Town Highway 3 crossing the Moose River, Concord, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 26 (CRAFTH00250026) on Town Highway 25, crossing Black River, Craftsbury, Vermont
Joseph D. Ayotte
1996, Open-File Report 96-155
This report provides the results of a detailed Level II analysis of scour potential at structure CRAFTH00250026 on town highway 25 crossing the Black River, Craftsbury, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 96 (BLOOVT01050096) on Vermont Route 105, crossing Nulhegan River, Bloomfield, Vermont
Joseph D. Ayotte, Michael A. Ivanoff
1996, Open-File Report 96-566
This report provides the results of a detailed Level II analysis of scour potential at structure BLOOVT01050096 on Vermont Route 105 crossing the Nulhegan River, Bloomfield, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Correlation of Jurassic San Rafael Group and associated rocks from Slick Rock to La Sal Creek in southwestern Colorado
Robert Brett O'Sullivan
1996, Oil and Gas Investigation Chart 148
No abstract available....
Water Resources Data, Virginia, Water Year 1995, Volume 1. Surface-Water Discharge and Surface-Water Quality Records
R.K. White, Donald C. Hayes, M.R. Eckenwiler, D.L. Belval, P.E. Herman
1996, Water Data Report VA-95-1
Water resources data, North Dakota, water year 1995
R.E. Harkness, N.D. Haffield, W.R. Berkas, S.W. Norbeck, M.L. Strobel
1996, Water Data Report ND-95-1
No abstract available. ...
Water resources data, Florida, water year 1995; Volume 4. Northwest Florida
M.A. Franklin, P.E. Meadows
1996, Water Data Report FL-95-4
The Water Resources Division of the U.S. Geological Survey, in cooperation with State, local, and Federal agencies, obtains a large amount of data pertaining to the water resources of Florida each water year. These data, accumulated during many water years, constitute a valuable data base for developing an improved understanding...
