Publications
The list below includes official USGS publications and journal articles authored by New England Water Science Center scientists. The USGS Pubs Warehouse link provides access to all USSG publications.
Filter Total Items: 1082
Level II scour analysis for Bridge 36 (BRIDTH00050036) on Town Highway 5, crossing Bridgewater Hollow Brook, Bridgewater, Vermont
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 (U.S. Department of Transportation,
1993). Results of a Level I scour
Authors
Scott A. Olson, Erick M. Boehmler
Level II scour analysis for Bridge 33 (BRIDTH00050033) on Town Highway 5, crossing the North Branch Ottauquechee River, Bridgewater, Vermont
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 and scour (U.S. Department of
Transportation, 1993). Results of a Le
Authors
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 46 (BRIDTH00050046) on Town Highway 05, crossing North Branch Ottauquechee River, Bridgewater, Vermont
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 and scour (U.S. Department of
Transportation, 1993). A Level I study
Authors
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 37 (BRIDTH00050037) on Town Highway 5, crossing North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050037 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 and scour (U.S. Department of
Transportation, 1993). A Level I study
Authors
Scott A. Olson, Michael A. Ivanoff
Level II scour analysis for Bridge 35 (BRIDTH00050035) on Town Highway 05, crossing the North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050035 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 and scour (U.S. Department of
Transportation, 1993). A Level I study
Authors
Scott A. Olson, Joseph D. Ayotte
Level II scour analysis for Bridge 30 (BRIDTH00330030) on Town Highway 33, crossing Dailey Hollow Branch, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00330030 on town highway 33 crossing Dailey Hollow Branch, 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. Department of Transportation,
1993). A Level I study is included i
Authors
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 29 (BRIDTH00360029) on Town Highway 36, crossing North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00360029 on town highway 36 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 and scour (U.S. Department of
Transportation, 1993). A Level I stud
Authors
Scott A. Olson, Michael A. Ivanoff
Level II scour analysis for Bridge 45a (BRIDUS00040045a) on U.S. Route 4, crossing Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDUS00040045a on U.S.. Route 4 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 (U.S. Department of Transportation,
1993). A Level I study is included
Authors
Scott A. Olson
Level II scour analysis for Bridge 42 (BRIDTH00040042) on Town Highway 04, crossing Dailey Hollow Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00040042 on town highway 4 crossing Dailey 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 (U.S. Department of Transportation,
1993). A Level I study is included in
Authors
Scott A. Olson, Matthew A. Weber
Level II scour analysis for Bridge 51 (BRIDTH00460051) on Town Highway 46, crossing Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00460051 on town highway 46 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 (U.S. Department of Transportation,
1993). A Level I study is included
Authors
Scott A. Olson, Michael A. Ivanoff
Level II scour analysis for Bridge 3 (BRIDTH000100003) on Town Highway 1, crossing Dailey Hollow Branch, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00010003 on town highway 1 crossing Dailey Hollow Branch, 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. Department of Transportation,
1993). A Level I study is included in
Authors
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 57 (BRIDTH00650057) on Town Highway 65, crossing Broad Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00650057 on Town Highway 65 crossing Broad 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. Department of Transportation,
1993). A Level I study is included in Appendi
Authors
Joseph D. Ayotte, Scott A. Olson