Laura Medalie
Laura Medalie is a Hydrologist in the New England Water Science Center.
Science and Products
Filter Total Items: 72
Level II scour analysis for Bridge 4 (SUTTTH00450004) on Town Highway 45, crossing Calendar Brook, Sutton, Vermont
No abstract available.
Authors
M.M. Serra, Laura Medalie
Level II scour analysis for Bridge 50 (FFIETH00490050) on Town Highway 49, crossing Black Creek, Fairfield, Vermont
No abstract available.
Authors
S.A. Olson, Laura Medalie
Level II scour analysis for Bridge 5 (BRNETH00020005) on Town Highway 2, crossing East Peacham Brook, Barnet, Vermont
No abstract available.
Authors
M.A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 19 (SHEFTH00440019) on Town Highway 44, crossing Trout Brook, Sheffield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure SHEFTH00440019 on Town Highway 44 crossing Trout Brook, 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 als
Authors
Emily C. Wild, Laura Medalie
Level II scour analysis for Bridge 17 (RIPTTH00180017) on Town Highway 18, crossing the South Branch Middlebury River, Ripton, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RIPTTH00180017 on Town Highway 18 crossing the South Branch Middlebury River,
Ripton, 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
Authors
Ronda L. Burns, Laura Medalie
Level II scour analysis for Bridge 21 (WALDTH00450021) on Town Highway 45, crossing Joes Brook, Walden, Vermont
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. Department of Transportation, 1993). Results of
a Level I scour investigation als
Authors
Michael A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 17 (LYNDTH00020017) on Town Highway 2, crossing Hawkins Brook, Lyndon, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure LYNDTH00020017 on Town Highway 2 crossing Hawkins Brook, Lyndon, 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 also
Authors
Emily C. Wild, Laura Medalie
Estimated water withdrawals and use in New Hampshire, 1995
No abstract available.
Authors
Laura Medalie
Level II scour analysis for Bridge 37 (CABOTH00410037) on Town Highway 41, crossing the Winooski River, Cabot, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
CABOTH00410037 on Town Highway 41 crossing the Winooski River (also referred to as
Coit’s Pond Brook), Cabot, 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
Authors
Robert H. Flynn, Laura Medalie
Level II scour analysis for Bridge 53 (CHESTH01180053) on Town Highway 118, crossing the Williams River, Chester, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
CHESTH01180053 on Town Highway 118 crossing the Williams River, Chester, 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 investi
Authors
Lora K. Striker, Laura Medalie
Level II scour analysis for Bridge 4 (MAIDTH00070004) on Town Highway 7, crossing Cutler Mill Brook, Maidstone, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
MAIDTH00070004 on Town Highway 7 crossing the Cutler Mill Brook, Maidstone,
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 inve
Authors
Lora K. Striker, Laura Medalie
Science and Products
Filter Total Items: 72
Level II scour analysis for Bridge 4 (SUTTTH00450004) on Town Highway 45, crossing Calendar Brook, Sutton, Vermont
No abstract available.
Authors
M.M. Serra, Laura Medalie
Level II scour analysis for Bridge 50 (FFIETH00490050) on Town Highway 49, crossing Black Creek, Fairfield, Vermont
No abstract available.
Authors
S.A. Olson, Laura Medalie
Level II scour analysis for Bridge 5 (BRNETH00020005) on Town Highway 2, crossing East Peacham Brook, Barnet, Vermont
No abstract available.
Authors
M.A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 19 (SHEFTH00440019) on Town Highway 44, crossing Trout Brook, Sheffield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure SHEFTH00440019 on Town Highway 44 crossing Trout Brook, 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 als
Authors
Emily C. Wild, Laura Medalie
Level II scour analysis for Bridge 17 (RIPTTH00180017) on Town Highway 18, crossing the South Branch Middlebury River, Ripton, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RIPTTH00180017 on Town Highway 18 crossing the South Branch Middlebury River,
Ripton, 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
Authors
Ronda L. Burns, Laura Medalie
Level II scour analysis for Bridge 21 (WALDTH00450021) on Town Highway 45, crossing Joes Brook, Walden, Vermont
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. Department of Transportation, 1993). Results of
a Level I scour investigation als
Authors
Michael A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 17 (LYNDTH00020017) on Town Highway 2, crossing Hawkins Brook, Lyndon, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure LYNDTH00020017 on Town Highway 2 crossing Hawkins Brook, Lyndon, 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 also
Authors
Emily C. Wild, Laura Medalie
Estimated water withdrawals and use in New Hampshire, 1995
No abstract available.
Authors
Laura Medalie
Level II scour analysis for Bridge 37 (CABOTH00410037) on Town Highway 41, crossing the Winooski River, Cabot, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
CABOTH00410037 on Town Highway 41 crossing the Winooski River (also referred to as
Coit’s Pond Brook), Cabot, 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
Authors
Robert H. Flynn, Laura Medalie
Level II scour analysis for Bridge 53 (CHESTH01180053) on Town Highway 118, crossing the Williams River, Chester, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
CHESTH01180053 on Town Highway 118 crossing the Williams River, Chester, 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 investi
Authors
Lora K. Striker, Laura Medalie
Level II scour analysis for Bridge 4 (MAIDTH00070004) on Town Highway 7, crossing Cutler Mill Brook, Maidstone, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
MAIDTH00070004 on Town Highway 7 crossing the Cutler Mill Brook, Maidstone,
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 inve
Authors
Lora K. Striker, Laura Medalie