Level II scour analysis for Bridge 12 (BRAITH00230012) on Town Highway 23, crossing Ayers Brook, Braintree, Vermont
Scott A. Olson
1996, Open-File Report 96-390
This report provides the results of a detailed Level II analysis of scour potential at structure BRAITH00230012 on town highway 23 crossing Ayers Brook, Braintree, 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 14 (CLARTH00010014) on Town Highway 1, crossing Cold River, Clarendon, Vermont
Scott A. Olson
1996, Open-File Report 96-389
This report provides the results of a detailed Level II analysis of scour potential at structure CLARTH00010014 on town highway 1 crossing the Cold River, Clarendon, 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 28 (BRIDTH00440028) on Town Highway 044 crossing Plymouth Brook, Bridgewater, Vermont
Scott A. Olson, Joseph D. Ayotte
1996, Open-File Report 96-188
This report provides the results of a detailed Level II analysis of scour potential at structure BRIDTH00440028 on town highway 44 crossing Plymouth Brook, 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 (U.S....
Level II scour analysis for Bridge 25 (BRNAVT00120025) on State Highway 12, crossing Locust Creek, Barnard, Vermont
Michael A. Ivanoff, Matthew A. Weber
1996, Open-File Report 96-388
This report provides the results of a detailed Level II analysis of scour potential at structure BRNAVT00120025 on State Highway 12 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 33 (BRIDTH00050033) on Town Highway 5, crossing the North Branch Ottauquechee River, Bridgewater, Vermont
Scott A. Olson, Donald L. Song
1996, Open-File Report 96-385
This report provides the results of a detailed Level II analysis of scour potential at structure BRIDTH00050033 on town highway 5 crossing the North Branch 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...
Level II scour analysis for Bridge 31 (BRNATH00470031) on Town Highway 47, crossing Locust Creek, Barnard, Vermont
Erick M. Boehmler, Michael A. Ivanoff
1996, Open-File Report 96-384
This report provides the results of a detailed Level II analysis of scour potential at structure BRNATH00470031 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 16 (BRNATH00800016) on Town Highway 80, crossing Locust Creek, Barnard, Vermont
Michael A. Ivanoff, Matthew A. Weber
1996, Open-File Report 96-383
This report provides the results of a detailed Level II analysis of scour potential at structure BRNATH00800016 on town highway 80 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 38 (BETHTH00070038) on Town Highway 007, crossing Gilead Brook, Bethel, Vermont
Michael A. Ivanoff, Donald L. Song
1996, Open-File Report 96-189
This report provides the results of a detailed Level II analysis of scour potential at structure BETHTH00070038 on town highway 7 crossing Gilead Brook, Bethel, 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 25 (CRAFTH00220025) on Town Highway 22, crossing the Wild Branch Lamoille River, Craftsbury, Vermont
Erick M. Boehmler, Michael A. Ivanoff
1996, Open-File Report 96-312
This report provides the results of a detailed Level II analysis of scour potential at structure CRAFTH00220025 on town highway 22 crossing the Wild Branch Lamoille 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...
Level II scour analysis for Bridge 34 (BRIDTH00050034) on Town Highway 005, crossing North Branch Ottauquechee River, Bridgewater, Vermont
Joseph D. Ayotte
1996, Open-File Report 96-190
This report provides the results of a detailed Level II analysis of scour potential at structure BRIDTH00050034 on town highway 5 crossing the North Branch 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...
Level II scour analysis for Bridge 46 (BRIDTH00050046) on Town Highway 05, crossing North Branch Ottauquechee River, Bridgewater, Vermont
Scott A. Olson, Donald L. Song
1996, Open-File Report 96-311
This report provides the results of a detailed Level II analysis of scour potential at structure BRIDTH00050046 on town highway 5 crossing the North Branch 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...
Level II scour analysis for Bridge 33 (BETHTH00310033) on Town Highway 031, crossing Lilliesville Brook, Bethel, Vermont
Michael A. Ivanoff, Robert E. Hammond
1996, Open-File Report 96-191
This report provides the results of a detailed Level II analysis of scour potential at structure BETHTH00310033 on town highway 31 crossing the Lilliesville Brook, Bethel, 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 36 (RICHVT01050036) on State Route 105, crossing Stanhope Brook, Richford, Vermont
Erick M. Boehmler, Michael A. Ivanoff
1996, Open-File Report 96-584
This report provides the results of a detailed Level II analysis of scour potential at structure RICHVT01050036 on State Route 105 crossing Stanhope Brook, Richford, 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 6 (IRASTH00050006) on Town Highway 5, crossing the Black River, Irasburg, Vermont
Scott A. Olson
1996, Open-File Report 96-193
This report provides the results of a detailed Level II analysis of scour potential at structure IRASTH00050006 on town highway 5 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 25 (ALBATH00250030) on Town Highway 25, crossing the Black River, Albany, Vermont
Erick M. Boehmler
1996, Open-File Report 96-194
This report provides the results of a detailed Level II analysis of scour potential at structure ALBATH00250030 on town highway 25 crossing the Black River, Albany, 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...
Geohydrology of tertiary rocks in the Green River structural basin in Wyoming, Utah, and Colorado
Lawrence J. Martin
1996, Water-Resources Investigations Report 92-4164
Water resources data, Ohio, water year 1995. Volume 2. St. Lawrence River Basin and statewide project data
H.L. Shindel, J.P. Mangus, L.E. Trimble
1996, Water Data Report OH-95-2
No abstract available....
Subsurface flow to Eagle Valley from Vicee, Ash, and Kings Canyons, Carson City, Nevada, estimated from Darcy's law and the chloride-balance method
Douglas K. Maurer, David L. Berger, David E. Prudic
1996, Water-Resources Investigations Report 96-4088
Water resources data, Kentucky, water, year 1996
D.L. McClain, F.D. Byrd, A.C. Brown
1996, Water Data Report KY-96-1
Water resources data for the 1996 water year for Kentucky consist of records of stage, discharge, and water quality of streams and lakes; and water levels of wells. This report includes daily discharge records for 85 stream-gaging stations. It also includes water-quality data for 33 stations sampled at regular intervals....
Technology transfer opportunities: patent licenses: portable seismic exploration probe
Water Resources Division, U.S. Geological Survey
1996, Fact Sheet 150-96
A new seismic source generator has been invented at the U. S. Geological Survey. Using kinetic energy stored by a flywheel, the truck-mounted source transfers this energy, by impulses, into the ground. Both longitudinal (P) and shear (S) waves can be generated, the latter in 12 directions, without moving the vehicle....
Level II scour analysis for Bridge 36 (BRIDTH00050036) on Town Highway 5, crossing Bridgewater Hollow Brook, Bridgewater, Vermont
Scott A. Olson, Erick M. Boehmler
1996, Open-File Report 96-387
This report provides the results of a detailed Level II analysis of scour potential at structure BRIDTH00050036 on town highway 5 crossing Bridgewater Hollow Brook, 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...
Level II scour analysis for Bridge 31 (HARDTH00050031) on Town Highway 5, crossing the Lamoille River, Hardwick, Vermont
S.A. Olson
1996, Open-File Report 96-644
Water resources data, Washington, water year 1995
W.D. Wiggins, G.P. Ruppert, R. R. Smith, L.L. Reed, L.E. Hubbard, M.L. Courts
1996, Water Data Report WA-95-1
The Water Resources Division of the U.S. Geological Survey, in cooperation with State, local, and other Federal agencies, obtains a large amount of data pertaining to the water resources of Washington each water year. These data, accumulated during many water years, constitute a valuable data base for developing an improved...
Water resources data Texas, water year 1995, volume 1. Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, Trinity River Basin, and intervening coastal basins
S. C. Gandara, W.J. Gibbons, F.L. Andrews, J.C. Fisher, B.A. Hinds, R. E. Jones
1996, Water Data Report TX-95-1
No abstract available....
Water levels in the Yucca Mountain area, Nevada, 1994
Robert P. Graves, Patrick Tucci, Robert L. Goemaat
1996, Open-File Report 95-757
