Level II scour analysis for Bridge 16, (NEWBTH00500016) on Town Highway 50, crossing Halls Brook, Newbury, Vermont
Ronda L. Burns, James R. Degnan
1997, Open-File Report 97-814
This report provides the results of a detailed Level II analysis of scour potential at structure NEWBTH00500016 on Town Highway 50 crossing Halls Brook, Newbury, 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 8, (MANCTH00060008) on Town Highway 6, crossing Bourn Brook, Manchester, Vermont
Ronda L. Burns, Robert E. Hammond
1997, Open-File Report 97-813
This report provides the results of a detailed Level II analysis of scour potential at structure MANCTH00060008 on Town Highway 6 crossing Bourn Brook, Manchester, 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 81 (MARSUS00020081) on U.S. Highway 2, crossing the Winooski River, Marshfield, Vermont
Michael A. Ivanoff
1997, Open-File Report 97-809
This report provides the results of a detailed Level II analysis of scour potential at structure MARSUS00020081 on U.S. Highway 2 crossing the Winooski River, Marshfield, 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...
Field guide to the Mesozoic accretionary complex along Turnagain Arm and Kachemak Bay, south-central Alaska
Dwight Bradley, Timothy M. Kusky, Susan M. Karl, Peter J. Haeussler
1997, Book chapter, 1997 Guide to the geology of the Kenai Peninsula. Alaska
Turnagain Arm, just east of Anchorage, provides a readily accessible, world-class cross section through a Mesozoic accretionary wedge. Nearly continuous exposures along the Seward Highway, the Alaska Railroad, and the shoreline of Turnagain Arm display the two main constituent units of the Chugach terrane: the McHugh Complex and Valdez Group....
How wide is a road? The association of roads and mass-wasting in a forested montane environment
M. C. Larsen, J.E. Parks
1997, Earth Surface Processes and Landforms (22) 835-848
A spatial data base of 1609 landslides was analysed using a geographic information system to determine landslide frequency in relation to highways. A 126 km long transportation network in a 201km2 area of humid-tropical, mountainous, forested terrain in Puerto Rico was used in conjunction with a series of 20 buffer...
Evaluation of field and laboratory research on scour at bridge piers in the United States
David S. Mueller, J. Sterling Jones
1997, Conference Paper, Proceedings, Congress of the International Association of Hydraulic Research, IAHR
The Federal Highway Administration sponsored a laboratory research at Colorado State University and field data collection with the US Geological Survey, to evaluate the effects of bed material on the depth of scour. Correction factors are compared to include the effect of bed material in the HEC-18 equation. The HEC-18...
Potential effects of translatory waves on estimation of peak flows
H. W. Hjalmarson, J. V. Phillips
1997, Journal of Hydraulic Engineering (123) 571-575
During the afternoon of August 19, 1971, an intense thunderstorm a few miles southwest of Wikieup, Arizona, produced one of the largest known flood peaks for a 49.2-square-km drainage basin. Initial computations of the peak discharge assumed stable flow conditions and a four-section slope area measurement indicated that discharge was...
Crustal implications of bedrock geology along the Trans-Alaska Crustal Transect (TACT) in the Brooks Range, northern Alaska
Thomas E. Moore, W. K. Wallace, C. G. Mull, K.E. Adams, George Plafker, W. J. Nokleberg
1997, Journal of Geophysical Research B: Solid Earth (102) 20645-20684
Geologic mapping of the Trans-Alaska Crustal Transect (TACT) project along the Dalton Highway in northern Alaska indicates that the Endicott Mountains allochthon and the Hammond terrane compose a combined allochthon that was thrust northward at least 90 km in the Early Cretaceous. The basal thrust of the combined allochthon climbs...
Flooding in southeastern United States from tropical storm Alberto, July 1994
Timothy C. Stamey
George H. Leavesley, Harry F. Lins, Franz Nobilis, Randolph S. Parker, Verne R. Schneider, Frans H.M. van de Ven, editor(s)
1997, Conference Paper, Destructive water: water-caused natural disasters, their abatement and control (IAHS Publication no. 239)
In July 1994, parts of central and southwestern Georgia, southeastern Alabama, and the western panhandle of Florida were devastated by floods resulting from rainfall produced by Tropical Storm Alberto. Entire communities were inundated by flood waters as numerous streams reached peak stages and discharges far greater than previous floods in...
Level II scour analysis for Bridge 29 (ROYATH00920029) on Town Highway 92, crossing the First Branch White River, Royalton, Vermont
Emily C. Wild, Robert E. Hammond
1997, Open-File Report 97-819
This report provides the results of a detailed Level II analysis of scour potential at structure ROYATH00920029 on Town Highway 92 crossing the First Branch White River, Royalton, 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 37, (BRNETH00740037) on Town Highway 74, crossing South Peacham Brook, Barnet, Vermont
Ronda L. Burns, Timothy Severance
1997, Open-File Report 97-815
This report provides the results of a detailed Level II analysis of scour potential at structure BRNETH00740037 on Town Highway 74 crossing South Peacham Brook, Barnet, 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 6 (BRISVT01160006) on State Highway 116, crossing Little Notch Brook, Bristol, Vermont
Erick M. Boehmler, Ronda L. Burns
1997, Open-File Report 97-4
This report provides the results of a detailed Level II analysis of scour potential at structure BRISVT01160006 on State Route 116 crossing the Little Notch Brook, Bristol, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and...
Level II scour analysis for Bridge 32 (BRIDTH00050032) on Town Highway 005, crossing North Branch Ottauquechee River, Bridgewater, Vermont
Joseph D. Ayotte
1997, Open-File Report 96-152
This report provides the results of a detailed Level II analysis of scour potential at structure BRIDTH00050032 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 57 (CHESTH00090057) on Town Highway 9, crossing Chase Brook, Chester, Vermont
S.A. Willoughby, R.L. Burns
1997, Open-File Report 97-823
Level II scour analysis for Bridge 22 (TOPSTH00490022) on Town Highway 49, crossing Waits River, Topsham, Vermont
L.K. Striker, J.R. Degnan
1997, Open-File Report 97-822
Level II scour analysis for Bridge 13 (EDENTH00170013) on Town Highway 17, crossing the Gihon River, Eden, Vermont
M.A. Ivanoff
1997, Open-File Report 97-392
Level II scour analysis for Bridge 17 (BURKTH00070017) on Town Highway 7, crossing Dish Mill Brook, Burke, Vermont
R.L. Burns, E.M. Boehmler
1997, Open-File Report 97-757
Level II scour analysis for Bridge 5 (WOLCTH00150005) on Town Highway 15, crossing the Wild Branch Lamoille River, Wolcott, Vermont
Emily C. Wild
1997, Open-File Report 97-808
This report provides the results of a detailed Level II analysis of scour potential at structure WOLCTH00150005 on Town Highway 15 crossing the Wild Branch Lamoille River, Wolcott, 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 71 (WODSTH00050071) on Town Highway 5, crossing Kedron Brook, Woodstock, Vermont
S.A. Olson, J. D. Ayotte
1997, Open-File Report 97-807
This report provides the results of a detailed Level II analysis of scour potential at structure WODSTH00050071 on Town Highway 5 crossing Kedron 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 (U.S....
Level II scour analysis for Bridge 16 (GROTTH00170016) on Town Highway 17, crossing the Wells River, Groton, Vermont
L.K. Striker, M.A. Ivanoff
1997, Open-File Report 97-805
This report provides the results of a detailed Level II analysis of scour potential at structure GROTTH00170016 on Town Highway 17 crossing the Wells River, Groton, 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 65 (NEWBTH00500065) on Town Highway 50, crossing Peach Brook, Newbury, Vermont
R.L. Burns, Timothy Severance
1997, Open-File Report 97-804
This report provides the results of a detailed Level II analysis of scour potential at structure NEWBTH00500065 on Town Highway 50 crossing Peach Brook, Newbury, 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 (TUNBTH00450033) on Town Highway 45, crossing the First Branch White River, Tunbridge, Vermont
E.C. Wild, Timothy Severance
1997, Open-File Report 97-803
This report provides the results of a detailed Level II analysis of scour potential at structure TUNBTH00450033 on Town Highway 45 crossing the First Branch White River, Tunbridge, 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 13 (NORWTH00020013) on Town Highway 2, crossing Charles Brown Brook, Norwich, Vermont
M.A. Ivanoff, M.A. Weber
1997, Open-File Report 97-800
Level II scour analysis for Bridge 21 (WALDTH00450021) on Town Highway 45, crossing Joes Brook, Walden, Vermont
Michael A. Ivanoff, Laura Medalie
1997, Open-File Report 97-799
This report provides the results of a detailed Level II analysis of scour potential at structure WALDTH00450021 on Town Highway 45 crossing Joes Brook, Walden, 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 50 (STARTH00250050) on Town Highway 25, crossing Lewis Creek, Starksboro, Vermont
Ronda L. Burns, Erick M. Boehmler
1997, Open-File Report 97-798
This report provides the results of a detailed Level II analysis of scour potential at structure STARTH00250050 on Town Highway 25 crossing Lewis Creek, Starksboro, 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....
