James Richard Degnan
James Degnan is a hydrologist in the New England Water Science Center.
He is currently finishing a 4 year detail with the Groundwater Status and Trends, National Water Quality Program and working on some new program opportunities with the New England Water Science Center. James has been on numerous project teams tasked with multi-disciplinary investigations of hydrogeology, water chemistry, groundwater recharge dates, and riverbed sediment to help answer questions about water supply and contamination issues. He began work for the USGS in 1994 as a student working on a bridge scour project. He also participated in an exchange program in Budapest, Hungary in 1995 and received his B.S. in Geology from the University of New Hampshire in 1997. After graduation, his first duties as a hydrologist with the NH Bedrock Aquifer Assessment project included remote sensing, GIS, geophysics, and water quality data analysis. James has been involved in applied science and research projects across the US, and in Honduras and Abu Dhabi.
Professional Experience
Hydrologist, U.S. Geological Survey, New England Water Science Center, 1997 to Present
Student Trainee, U.S. Geological Survey, New England Water Science Center, 1994 to 1997
Education and Certifications
B.S. Geology, University of New Hampshire, 1997
Science and Products
Filter Total Items: 56
Level II scour analysis for bridge 2 (WODFTH00010002) on Town Highway 1, crossing Hell Hollow Brook, Woodford, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure WODFTH00010002 on Town Highway 1 crossing Hell Hollow Brook, Woodford, 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 (FHWA, 1993). Results of a Level I scour investigation also are included in appendi
Authors
Ronda L. Burns, James R. Degnan
Level II scour analysis for Bridge 16, (NEWBTH00500016) on Town Highway 50, crossing Halls Brook, Newbury, Vermont
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. Department of Transportation,
1993). Results of a Level I scour investigation a
Authors
Ronda L. Burns, James R. Degnan
Level II scour analysis for Bridge 17 (SHEFTH00380017) on Town Highway 38, crossing Miller Run, Sheffield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
SHEFTH00380017 on Town Highway 38 crossing Miller Run, Sheffield, 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 investigation
Authors
Lora K. Striker, James R. Degnan
Level II scour analysis for Bridge 42 (BENNCYSCHL0042) on School Street, crossing Walloomsac River, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNCYSCHL0042 on the School Street crossing of the Walloomsac River, Bennington,
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 scou
Authors
Scott A. Olson, James R. Degnan
Level II scour analysis for Bridge 23 (WOLCTH00130023) on Town Highway 13, crossing the Wild Branch of the Lamoille River, Wolcott, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure WOLCTH00130023 on Town Highway 13 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 and scour (U.S. Department of Transportation, 1993). Results of a Level I scour
Authors
Emily C. Wild, James R. Degnan
Level II scour analysis for Bridge 31 (BRISTH00030031) on Town Highway 3, crossing the New Haven River, Bristol, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRISTH00030031 on Town Highway 3 crossing the New Haven River, 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 scour (U.S. Department of Transportation,
1993). Results of a Level I scour investig
Authors
James R. Degnan
Level II scour analysis for Bridge 31 (HUNTTH00220031) on Town Highway 22, crossing Brush Brook, Huntington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HUNTTH00220031 on Town Highway 22 crossing Brush Brook, Huntington, 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 investigatio
Authors
Robert H. Flynn, James R. Degnan
Level II scour analysis for Bridge 33 (HUNTTH00220033) on Town Highway 22, crossing Brush Brook, Huntington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HUNTTH00220033 on Town Highway 22 crossing Brush Brook, Huntington, 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 investigatio
Authors
Ronda L. Burns, James R. Degnan
Level II scour analysis for Bridge 39 (LOWETH00080039) on Town Highway 8, crossing Potter Brook, Lowell, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
LOWETH00080039 on Town Highway 8 crossing Potter Brook, Lowell, 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 investigation al
Authors
Erick M. Boehmler, James R. Degnan
Level II scour analysis for Bridge 12 (FFIETH00030012) on Town Highway 3, crossing the Fairfield River, Fairfield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
FFIETH00030012 on Town Highway 3 crossing the Fairfield River, Fairfield, 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 invest
Authors
Erick M. Boehmler, James R. Degnan
Level II scour analysis for Bridge 80 (JAMAVT01000080) on State Highway 100, crossing the West River, Jamaica, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
JAMAVT01000080 on State Route 100 crossing the West River, Jamaica, 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 investigatio
Authors
Michael A. Ivanoff, James R. Degnan
Level II scour analysis for Bridge 41 (ROCKTH00390041) on Town Highway 39, crossing the Saxtons River, Rockingham, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
ROCKTH00390041 on Town Highway 39 crossing the Saxtons River, Rockingham,
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 invest
Authors
Erick M. Boehmler, James R. Degnan
Science and Products
Filter Total Items: 56
Level II scour analysis for bridge 2 (WODFTH00010002) on Town Highway 1, crossing Hell Hollow Brook, Woodford, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure WODFTH00010002 on Town Highway 1 crossing Hell Hollow Brook, Woodford, 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 (FHWA, 1993). Results of a Level I scour investigation also are included in appendi
Authors
Ronda L. Burns, James R. Degnan
Level II scour analysis for Bridge 16, (NEWBTH00500016) on Town Highway 50, crossing Halls Brook, Newbury, Vermont
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. Department of Transportation,
1993). Results of a Level I scour investigation a
Authors
Ronda L. Burns, James R. Degnan
Level II scour analysis for Bridge 17 (SHEFTH00380017) on Town Highway 38, crossing Miller Run, Sheffield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
SHEFTH00380017 on Town Highway 38 crossing Miller Run, Sheffield, 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 investigation
Authors
Lora K. Striker, James R. Degnan
Level II scour analysis for Bridge 42 (BENNCYSCHL0042) on School Street, crossing Walloomsac River, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNCYSCHL0042 on the School Street crossing of the Walloomsac River, Bennington,
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 scou
Authors
Scott A. Olson, James R. Degnan
Level II scour analysis for Bridge 23 (WOLCTH00130023) on Town Highway 13, crossing the Wild Branch of the Lamoille River, Wolcott, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure WOLCTH00130023 on Town Highway 13 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 and scour (U.S. Department of Transportation, 1993). Results of a Level I scour
Authors
Emily C. Wild, James R. Degnan
Level II scour analysis for Bridge 31 (BRISTH00030031) on Town Highway 3, crossing the New Haven River, Bristol, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRISTH00030031 on Town Highway 3 crossing the New Haven River, 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 scour (U.S. Department of Transportation,
1993). Results of a Level I scour investig
Authors
James R. Degnan
Level II scour analysis for Bridge 31 (HUNTTH00220031) on Town Highway 22, crossing Brush Brook, Huntington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HUNTTH00220031 on Town Highway 22 crossing Brush Brook, Huntington, 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 investigatio
Authors
Robert H. Flynn, James R. Degnan
Level II scour analysis for Bridge 33 (HUNTTH00220033) on Town Highway 22, crossing Brush Brook, Huntington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HUNTTH00220033 on Town Highway 22 crossing Brush Brook, Huntington, 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 investigatio
Authors
Ronda L. Burns, James R. Degnan
Level II scour analysis for Bridge 39 (LOWETH00080039) on Town Highway 8, crossing Potter Brook, Lowell, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
LOWETH00080039 on Town Highway 8 crossing Potter Brook, Lowell, 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 investigation al
Authors
Erick M. Boehmler, James R. Degnan
Level II scour analysis for Bridge 12 (FFIETH00030012) on Town Highway 3, crossing the Fairfield River, Fairfield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
FFIETH00030012 on Town Highway 3 crossing the Fairfield River, Fairfield, 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 invest
Authors
Erick M. Boehmler, James R. Degnan
Level II scour analysis for Bridge 80 (JAMAVT01000080) on State Highway 100, crossing the West River, Jamaica, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
JAMAVT01000080 on State Route 100 crossing the West River, Jamaica, 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 investigatio
Authors
Michael A. Ivanoff, James R. Degnan
Level II scour analysis for Bridge 41 (ROCKTH00390041) on Town Highway 39, crossing the Saxtons River, Rockingham, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
ROCKTH00390041 on Town Highway 39 crossing the Saxtons River, Rockingham,
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 invest
Authors
Erick M. Boehmler, James R. Degnan