This report provides the results of a detailed Level II analysis of scour potential at structure SHARTH00040013 on Town Highway 4 crossing Broad Brook, Sharon, 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 are included in Appendix E of this report. A Level I investigation provides a qualitative geomorphic characterization of the study site. Information on the bridge, gleaned from Vermont Agency of Transportation (VTAOT) files, was compiled prior to conducting Level I and Level II analyses and is found in Appendix D.
The site is in the New England Upland section of the New England physiographic province in central Vermont. The 16.6-mi2 drainage area is in a predominantly rural and forested basin. In the vicinity of the study site, the surface cover is brushland on the downstream left overbank and row crops on the right overbank, while the immediate banks have dense woody vegetation. Upstream of the bridge, the overbanks are forested.
In the study area, Broad Brook has an incised, sinuous channel with a slope of approximately 0.02 ft/ft, an average channel top width of 69 ft and an average bank height of 5 ft. The channel bed material ranges from sand to boulder with a median grain size (D50) of 112 mm (0.369 ft). The geomorphic assessment at the time of the Level I site visit on April 11, 1995 and Level II site visit on July 23, 1996, indicated that the reach was stable.
The Town Highway 4 crossing of Broad Brook is a 34-ft-long, two-lane bridge consisting of one 31-foot concrete tee beam span (Vermont Agency of Transportation, written communication, March 23, 1995). The opening length of the structure parallel to the bridge face is 30.1 ft. The bridge is supported by vertical, concrete abutments with wingwalls. The channel is skewed approximately 10 degrees to the opening while the opening-skew-to-roadway is 15 degrees.
A scour hole 2.0 ft deeper than the mean thalweg depth was observed along the upstream end of the right abutment. At the downstream end of the left abutment, a 1.0 foot scour hole was observed . Scour countermeasures at the site include type-2 stone fill (less than 3 feet diameter) at each road embankment. Additional details describing conditions at the site are included in the Level II Summary and Appendices D and E.
Scour depths and recommended rock rip-rap sizes were computed using the general guidelines described in Hydraulic Engineering Circular 18 (Richardson and others, 1995). Total scour at a highway crossing is comprised of three components: 1) long-term streambed degradation; 2) contraction scour (due to accelerated flow caused by a reduction in flow area at a bridge) and; 3) local scour (caused by accelerated flow around piers and abutments). Total scour is the sum of the three components. Equations are available to compute depths for contraction and local scour and a summary of the results of these computations follows.
Contraction scour for all modelled flows ranged from 0.7 to 1.8 ft. The worst-case contraction scour occurred at the 500-year discharge. Left abutment scour ranged from 5.6 to 9.4 ft. The worst case left abutment scour occurred at the 500-year discharge. Right abutment scour ranged from 19.0 to 19.8 ft. The worst-case right abutment scour occurred at the incipient-overtopping discharge. Additional information on scour depths and depths to armoring are included in the section titled “Scour Results”. Scoured-streambed elevations, based on the calculated scour depths, are presented in tables 1 and 2. A cross-section of the scour computed at the bridge is presented in figure 8. Scour depths were calculated assuming an infinite depth of erosive material and a homogeneous particle-size distribution.
It is generally accepted that the Froehlich equation (abutment scour) gives “excessively conservative estimates of scour depths” (Richardson and others, 1995, p. 47). Usually, computed scour depths are evaluated in combination with other information including (but not limited to) historical performance during flood events, the geomorphic stability assessment, existing scour protection measures, and the results of the hydraulic analyses. Therefore, scour depths adopted by VTAOT may differ from the computed values documented herein.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Pembroke, NH","doi":"10.3133/ofr97593","collaboration":"Prepared in cooperation with Vermont Agency of Transportation and Federal Highway Administration","usgsCitation":"Wild, E.C., and Weber, M.A., 1997, Level II scour analysis for Bridge 13 (SHARTH00040013) on Town Highway 4, crossing Broad Brook, Sharon, Vermont: U.S. Geological Survey Open-File Report 97-593, iv, 52 p., https://doi.org/10.3133/ofr97593.","productDescription":"iv, 52 p.","numberOfPages":"57","costCenters":[],"links":[{"id":175730,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr97593.GIF"},{"id":279714,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0593/report.pdf"}],"scale":"24000","country":"United States","state":"Vermont","city":"Sharon","otherGeospatial":"Broad Brook","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72.75,43.5 ], [ -72.75,43.625 ], [ -72.625,43.625 ], [ -72.625,43.5 ], [ -72.75,43.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8330","contributors":{"authors":[{"text":"Wild, Emily C. 0000-0001-6157-7629 ecwild@usgs.gov","orcid":"https://orcid.org/0000-0001-6157-7629","contributorId":1810,"corporation":false,"usgs":true,"family":"Wild","given":"Emily","email":"ecwild@usgs.gov","middleInitial":"C.","affiliations":[{"id":5081,"text":"Libraries","active":false,"usgs":true}],"preferred":false,"id":240550,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weber, Matthew A.","contributorId":41483,"corporation":false,"usgs":true,"family":"Weber","given":"Matthew","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":240551,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":49876,"text":"ofr975 - 1997 - Level II scour analysis for Bridge 106 (NEWBUS00050106) on U.S. Highway 5, crossing the Wells River, Newbury, Vermont","interactions":[],"lastModifiedDate":"2012-02-02T00:10:24","indexId":"ofr975","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-5","title":"Level II scour analysis for Bridge 106 (NEWBUS00050106) on U.S. Highway 5, crossing the Wells River, Newbury, Vermont","language":"ENGLISH","doi":"10.3133/ofr975","usgsCitation":"Ivanoff, M., 1997, Level II scour analysis for Bridge 106 (NEWBUS00050106) on U.S. Highway 5, crossing the Wells River, Newbury, Vermont: U.S. Geological Survey Open-File Report 97-5, 50 p., https://doi.org/10.3133/ofr975.","productDescription":"50 p.","costCenters":[],"links":[{"id":169639,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8427","contributors":{"authors":[{"text":"Ivanoff, M.A.","contributorId":45758,"corporation":false,"usgs":true,"family":"Ivanoff","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":240405,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":49874,"text":"ofr979 - 1997 - Level II scour analysis for Bridge 34 (SHERUS00040034) on U.S. Highway 4, crossing the Ottauquechee River, Sherburne, Vermont","interactions":[],"lastModifiedDate":"2014-01-07T11:02:29","indexId":"ofr979","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-9","title":"Level II scour analysis for Bridge 34 (SHERUS00040034) on U.S. Highway 4, crossing the Ottauquechee River, Sherburne, Vermont","docAbstract":"This report provides the results of a detailed Level II analysis of scour potential at structure \nSHERUS00040034 on US Route 4 crossing the Ottauquechee River, Sherburne, Vermont \n(figures 1–8). A Level II study is a basic engineering analysis of the site, including a \nquantitative analysis of stream stability and scour (U.S. Department of Transportation, \n1993). Results of a Level I scour investigation also are included in Appendix E of this \nreport. A Level I investigation provides a qualitative geomorphic characterization of the \nstudy site. Information on the bridge, gleaned from Vermont Agency of Transportation \n(VTAOT) files, was compiled prior to conducting Level I and Level II analyses and is \nfound in Appendix D.\nThe site is in the Green Mountain section of the New England physiographic province in \ncentral Vermont. The 25.8-mi2\n drainage area is in a predominantly rural and forested basin. \nIn the vicinity of the study site, the surface cover is pasture upstream of the bridge while the \nimmediate banks have dense woody vegetation. Downstream of the bridge, the banks are \nforested.\nIn the study area, the Ottauquechee River has an incised, straight channel with a slope of \napproximately 0.028 ft/ft, an average channel top width of 66 ft and an average channel \ndepth of 5 ft. The channel bed material ranges from gravel to boulder with a median grain \nsize (D50) of 118.1 mm (0.387 ft). The geomorphic assessment at the time of the Level I and \nLevel II site visit on September 25, 1995, indicated that the reach was stable.\nThe US Route 4 crossing of the Ottauquechee River is a 187-ft-long, two-lane bridge \nconsisting of three steel-beam spans (Vermont Agency of Transportation, written \ncommunication, March 14, 1995). The bridge is supported by vertical, concrete abutments \nabove spill-through stone fill (< 36 inches diameter). The channel is skewed approximately \n60 degrees to the opening while the opening-skew-to-roadway is 60 degrees. Additional \ndetails describing conditions at the site are included in the Level II Summary and \nAppendices D and E.\nScour depths and rock rip-rap sizes were computed using the general guidelines described \nin Hydraulic Engineering Circular 18 (Richardson and others, 1995). Total scour at a \nhighway crossing is comprised of three components: 1) long-term streambed degradation; \n2) contraction scour (due to accelerated flow caused by a reduction in flow area at a bridge) \nand; 3) local scour (caused by accelerated flow around piers and abutments). Total scour is \nthe sum of the three components. Equations are available to compute depths for contraction \nand local scour and a summary of the results of these computations follows.\nContraction scour for all modelled flows was 0.0 ft. Abutment scour ranged from 4.7 to 7.4 \nft. The worst-case abutment scour occurred at the left abutment for the 500-year discharge. \nPier scour ranged from 7.5 to 11.4 ft. The worst-case pier scour occurred at the incipientovertopping discharge. Additional information on scour depths and depths to armoring are \nincluded in the section titled “Scour Results”. Scoured-streambed elevations, based on the \ncalculated scour depths, are presented in tables 1 and 2. A cross-section of the scour \ncomputed at the bridge is presented in figure 8. Scour depths were calculated assuming an \ninfinite depth of erosive material and a homogeneous particle-size distribution. \nIt is generally accepted that the Froehlich equation (abutment scour) gives “excessively \nconservative estimates of scour depths” (Richardson and others, 1995, p. 47). Usually, \ncomputed scour depths are evaluated in combination with other information including (but \nnot limited to) historical performance during flood events, the geomorphic stability \nassessment, existing scour protection measures, and the results of the hydraulic analyses. \nTherefore, scour depths adopted by VTAOT may differ from the computed values \ndocumented herein.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Pembroke, NH","doi":"10.3133/ofr979","collaboration":"Prepared in cooperation with Vermont Agency of Transportation and Federal Highway Administration","usgsCitation":"Flynn, R.H., and Severance, T., 1997, Level II scour analysis for Bridge 34 (SHERUS00040034) on U.S. Highway 4, crossing the Ottauquechee River, Sherburne, Vermont: U.S. Geological Survey Open-File Report 97-9, iv, 51 p., https://doi.org/10.3133/ofr979.","productDescription":"iv, 51 p.","numberOfPages":"56","costCenters":[],"links":[{"id":169566,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr979.PNG"},{"id":279827,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0009/report.pdf"}],"scale":"24000","country":"United States","state":"Vermont","city":"Sherburne","otherGeospatial":"Ottauquechee River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72.875,43.5 ], [ -72.875,43.625 ], [ -72.75,43.625 ], [ -72.75,43.5 ], [ -72.875,43.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6507","contributors":{"authors":[{"text":"Flynn, Robert H. rflynn@usgs.gov","contributorId":2137,"corporation":false,"usgs":true,"family":"Flynn","given":"Robert","email":"rflynn@usgs.gov","middleInitial":"H.","affiliations":[{"id":405,"text":"NH/VT office of New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":240401,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Severance, Timothy","contributorId":104927,"corporation":false,"usgs":true,"family":"Severance","given":"Timothy","email":"","affiliations":[],"preferred":false,"id":240402,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":49873,"text":"ofr971 - 1997 - Level II scour analysis for Bridge 92 (WSTOVT01000092) on State Highway 100, crossing the West River, Weston, Vermont","interactions":[],"lastModifiedDate":"2014-01-07T11:07:07","indexId":"ofr971","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-1","title":"Level II scour analysis for Bridge 92 (WSTOVT01000092) on State Highway 100, crossing the West River, Weston, Vermont","docAbstract":"This report provides the results of a detailed Level II analysis of scour potential at structure \nWSTOVT01000092 on Vermont Highway 100 crossing the West River, Weston, Vermont \n(figures 1–8). A Level II study is a basic engineering analysis of the site, including a \nquantitative analysis of stream stability and scour (U.S. Department of Transportation, \n1993). Results of a Level I scour investigation also are included in Appendix E of this \nreport. A Level I investigation provides a qualitative geomorphic characterization of the \nstudy site. Information on the bridge, gleaned from Vermont Agency of Transportation \n(VTAOT) files, was compiled prior to conducting Level I and Level II analyses and is \nfound in Appendix D.\nThe site is in the Green Mountain section of the New England physiographic province in \nsouth-central Vermont. The 32.7-mi2\n drainage area is in a predominantly rural and forested \nbasin. In the vicinity of the study site, the surface cover upstream of the bridge is primarily \nforest with pasture on the upstream left overbank. Upstream and downstream, the \nimmediate banks have brush and dense forest cover. Downstream of the bridge is forested.\nIn the study area, the West River has an incised, sinuous channel with a slope of \napproximately 0.006 ft/ft, an average channel top width of 111 ft and an average channel \ndepth of 3 ft. The predominant channel bed material is very coarse gravel and cobbles with \na median grain size (D50) of 67.7 mm (0.222 ft). The geomorphic assessment at the time of \nthe Level I and Level II site visit on August 19, 1996 indicated that the reach was laterally \nunstable based on the fine bank material, sinuosity of the stream, point bars and cutbanks.\nThe state highway 100 crossing of the West River is a 113-ft-long, two-lane bridge \nconsisting of one 110-foot steel-beam span (Vermont Agency of Transportation, written \ncommunication, March 31, 1995). The bridge is supported by vertical, concrete abutments \nwithout wingwalls. The channel is skewed approximately 40 degrees to the opening while \nthe opening-skew-to-roadway is 25 degrees. \nThe only scour protection measure at the site was type-2 stone fill (less than 36 inches \ndiameter) along the entire base length of the left and right abutments. Additional details \ndescribing conditions at the site are included in the Level II Summary and Appendices D \nand E.\nScour depths and rock rip-rap sizes were computed using the general guidelines described \nin Hydraulic Engineering Circular 18 (Richardson and others, 1995). Total scour at a \nhighway crossing is comprised of three components: 1) long-term streambed degradation; \n2) contraction scour (due to accelerated flow caused by a reduction in flow area at a bridge) \nand; 3) local scour (caused by accelerated flow around piers and abutments). Total scour is \nthe sum of the three components. Equations are available to compute depths for contraction \nand local scour and a summary of the results of these computations follows.\nContraction scour for all modelled flows ranged from 0.4 to 2.1 ft. The worst-case \ncontraction scour occurred at the 500-year discharge. Abutment scour ranged from 8.4 to \n30.7 ft. The worst-case abutment scour occurred at the 500-year discharge along the left \nabutment. Additional information on scour depths and depths to armoring are included in \nthe section titled “Scour Results”. Scoured-streambed elevations, based on the calculated \nscour depths, are presented in tables 1 and 2. A cross-section of the scour computed at the \nbridge is presented in figure 8. Scour depths were calculated assuming an infinite depth of \nerosive material and a homogeneous particle-size distribution. \nIt is generally accepted that the Froehlich equation (abutment scour) gives “excessively \nconservative estimates of scour depths” (Richardson and others, 1995, p. 47). Usually, \ncomputed scour depths are evaluated in combination with other information including (but \nnot limited to) historical performance during flood events, the geomorphic stability \nassessment, existing scour protection measures, and the results of the hydraulic analyses. \nTherefore, scour depths adopted by VTAOT may differ from the computed values \ndocumented herein.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Pembroke, NH","doi":"10.3133/ofr971","collaboration":"Prepared in cooperation with Vermont Agency of Transportation and Federal Highway Administration","usgsCitation":"Flynn, R.H., and Burns, R.L., 1997, Level II scour analysis for Bridge 92 (WSTOVT01000092) on State Highway 100, crossing the West River, Weston, Vermont: U.S. Geological Survey Open-File Report 97-1, iv, 48 p., https://doi.org/10.3133/ofr971.","productDescription":"iv, 48 p.","numberOfPages":"53","costCenters":[],"links":[{"id":169565,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr971.PNG"},{"id":279826,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0001/report.pdf"}],"scale":"24000","country":"United States","state":"Vermont","city":"Weston","otherGeospatial":"West River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72.875,43.25 ], [ -72.875,43.375 ], [ -72.75,43.375 ], [ -72.75,43.25 ], [ -72.875,43.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a55ce","contributors":{"authors":[{"text":"Flynn, Robert H. rflynn@usgs.gov","contributorId":2137,"corporation":false,"usgs":true,"family":"Flynn","given":"Robert","email":"rflynn@usgs.gov","middleInitial":"H.","affiliations":[{"id":405,"text":"NH/VT office of New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":240399,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burns, Ronda L.","contributorId":71602,"corporation":false,"usgs":true,"family":"Burns","given":"Ronda","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":240400,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":49872,"text":"ofr978 - 1997 - Level II scour analysis for Bridge 7 (WARRTH00010007) onTown Highway 1, crossing Freemans Brook, Warren, Vermont","interactions":[],"lastModifiedDate":"2014-01-07T10:55:12","indexId":"ofr978","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-8","title":"Level II scour analysis for Bridge 7 (WARRTH00010007) onTown Highway 1, crossing Freemans Brook, Warren, Vermont","docAbstract":"This report provides the results of a detailed Level II analysis of scour potential at structure \nWARRTH00010007 on Town Highway 1 crossing Freeman Brook, Warren, Vermont \n(figures 1–8). A Level II study is a basic engineering analysis of the site, including a \nquantitative analysis of stream stability and scour (U.S. Department of Transportation, \n1993). Results of a Level I scour investigation also are included in Appendix E of this \nreport. A Level I investigation provides a qualitative geomorphic characterization of the \nstudy site. Information on the bridge, gleaned from Vermont Agency of Transportation \n(VTAOT) files, was compiled prior to conducting Level I and Level II analyses and is \nfound in Appendix D.\nThe site is in the Green Mountain section of the New England physiographic province in \ncentral Vermont. The 6.45-mi2\n drainage area is in a predominantly rural and forested basin. \nIn the vicinity of the study site, the predominant surface cover is grass and trees with the \nexception of the upstream left overbank which is forest. The banks of the channel are tree \ncovered.\nIn the study area, Freeman Brook has an incised, straight channel with a slope of \napproximately 0.03 ft/ft, an average channel top width of 51 ft and an average channel \ndepth of 6 ft. The predominant channel bed material ranges from gravel to bedrock with a \nmedian grain size (D50) of 86.8 mm (0.285 ft). The geomorphic assessment at the time of \nthe Level I and Level II site visit on July 22, 1996 indicated that the reach was stable.\nThe Town Highway 1 crossing of Freeman Brook is a 64-ft-long, two-lane bridge \nconsisting of one 62-foot steel-beam span (Vermont Agency of Transportation, written \ncommunication, February 1, 1996). The bridge is supported by vertical, concrete abutments \nwith spill-through slopes. The channel is skewed approximately 25 degrees to the opening \nwhile the opening-skew-to-roadway is 30 degrees. \nThe only scour protection measure at the site was type-2 stone fill (less than 36 inches \ndiameter) along the entire length of the left and right abutments and along the downstream \nchannel banks. Additional details describing conditions at the site are included in the Level \nII Summary and Appendices D and E.\nScour depths and rock rip-rap sizes were computed using the general guidelines described \nin Hydraulic Engineering Circular 18 (Richardson and others, 1995). Total scour at a \nhighway crossing is comprised of three components: 1) long-term streambed degradation; \n2) contraction scour (due to accelerated flow caused by a reduction in flow area at a bridge) \nand; 3) local scour (caused by accelerated flow around piers and abutments). Total scour is \nthe sum of the three components. Equations are available to compute depths for contraction \nand local scour and a summary of the results of these computations follows.\nThe computed contraction scour for all modelled flows was 0.0 feet. Abutment scour \nranged from 5.3 to 8.2 ft. The worst-case abutment scour occurred at the right abutment for \nthe incipient-overtopping discharge. Additional information on scour depths and depths to \narmoring are included in the section titled “Scour Results”. Scoured streambed elevations, \nbased on the calculated scour depths, are presented in tables 1 and 2. A cross-section of the \nscour computed at the bridge is presented in figure 8. Scour depths were calculated \nassuming an infinite depth of erosive material and a homogeneous particle-size distribution. \nIt is generally accepted that the Froehlich equation (abutment scour) gives “excessively \nconservative estimates of scour depths” (Richardson and others, 1995, p. 47). Usually, \ncomputed scour depths are evaluated in combination with other information including (but \nnot limited to) historical performance during flood events, the geomorphic stability \nassessment, existing scour protection measures, and the results of the hydraulic analyses. \nTherefore, scour depths adopted by VTAOT may differ from the computed values \ndocumented herein.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Pembroke, NH","doi":"10.3133/ofr978","collaboration":"Prepared in cooperation with Vermont Agency of Transportation and Federal Highway Administration","usgsCitation":"Flynn, R.H., and Burns, R.L., 1997, Level II scour analysis for Bridge 7 (WARRTH00010007) onTown Highway 1, crossing Freemans Brook, Warren, Vermont: U.S. Geological Survey Open-File Report 97-8, iv, 52 p., https://doi.org/10.3133/ofr978.","productDescription":"iv, 52 p.","numberOfPages":"57","costCenters":[],"links":[{"id":169564,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr978.PNG"},{"id":279828,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0008/report.pdf"}],"scale":"24000","country":"United States","state":"Vermont","city":"Warren","otherGeospatial":"Freeman Brook","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72.875,44.0 ], [ -72.875,44.125 ], [ -72.75,44.125 ], [ -72.75,44.0 ], [ -72.875,44.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5728","contributors":{"authors":[{"text":"Flynn, Robert H. rflynn@usgs.gov","contributorId":2137,"corporation":false,"usgs":true,"family":"Flynn","given":"Robert","email":"rflynn@usgs.gov","middleInitial":"H.","affiliations":[{"id":405,"text":"NH/VT office of New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":240397,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burns, Ronda L.","contributorId":71602,"corporation":false,"usgs":true,"family":"Burns","given":"Ronda","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":240398,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":24576,"text":"ofr97471 - 1997 - Southwest Washington coastal erosion workshop report","interactions":[],"lastModifiedDate":"2020-10-06T21:39:27.602883","indexId":"ofr97471","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-471","title":"Southwest Washington coastal erosion workshop report","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Reston, VA","doi":"10.3133/ofr97471","issn":"0094-9140","usgsCitation":"Gelfenbaum, G., Kaminsky, G., Sherwood, C.R., and Peterson, C., 1997, Southwest Washington coastal erosion workshop report: U.S. Geological Survey Open-File Report 97-471, 101 p., https://doi.org/10.3133/ofr97471.","productDescription":"101 p.","costCenters":[],"links":[{"id":379146,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0471/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155110,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0471/report-thumb.jpg"}],"country":"United States","state":"Washington","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.38494873046875,\n 46.12274903582433\n ],\n [\n -122.01141357421875,\n 46.12274903582433\n ],\n [\n -122.01141357421875,\n 46.3886223381617\n ],\n [\n -122.38494873046875,\n 46.3886223381617\n ],\n [\n -122.38494873046875,\n 46.12274903582433\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e71aa","contributors":{"authors":[{"text":"Gelfenbaum, Guy","contributorId":79844,"corporation":false,"usgs":true,"family":"Gelfenbaum","given":"Guy","affiliations":[],"preferred":false,"id":192184,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kaminsky, George","contributorId":60262,"corporation":false,"usgs":true,"family":"Kaminsky","given":"George","affiliations":[],"preferred":false,"id":192183,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sherwood, Christopher R. 0000-0001-6135-3553 csherwood@usgs.gov","orcid":"https://orcid.org/0000-0001-6135-3553","contributorId":2866,"corporation":false,"usgs":true,"family":"Sherwood","given":"Christopher","email":"csherwood@usgs.gov","middleInitial":"R.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":192182,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Peterson, Curt","contributorId":84791,"corporation":false,"usgs":true,"family":"Peterson","given":"Curt","affiliations":[],"preferred":false,"id":192185,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":54440,"text":"wdrCA961 - 1997 - Water Resources Data, California, Water Year 1996. Volume 1. Southern Great Basin from Mexican Border to Mono Lake Basin, and Pacific Slope Basins from Tijuana River to Santa Maria River","interactions":[],"lastModifiedDate":"2012-09-05T17:16:15","indexId":"wdrCA961","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CA-96-1","title":"Water Resources Data, California, Water Year 1996. Volume 1. Southern Great Basin from Mexican Border to Mono Lake Basin, and Pacific Slope Basins from Tijuana River to Santa Maria River","docAbstract":"Water-resources data for the 1996 water year for California consist of records of stage, discharge, and water quality of streams, stage and contents in lakes and reservoirs, and water levels and water quality in wells. Volume 1 contains discharge records for 149 gaging stations and 6 crest-stage partial-record stations, stage and contents for 21 lakes and reservoirs, gage height records for 1 station, water quality for 19 streamflow-gaging stations and 17 partial record stations, and precipitation data for 4 stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in California.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Sacramento, CA","doi":"10.3133/wdrCA961","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies.","usgsCitation":"Rockwell, G., Hayes, P., and Agajanian, J., 1997, Water Resources Data, California, Water Year 1996. Volume 1. Southern Great Basin from Mexican Border to Mono Lake Basin, and Pacific Slope Basins from Tijuana River to Santa Maria River (Legacy Report): U.S. Geological Survey Water Data Report CA-96-1, xvi, 422 p., https://doi.org/10.3133/wdrCA961.","productDescription":"xvi, 422 p.","numberOfPages":"444","costCenters":[{"id":631,"text":"Water Resources Division-California District","active":false,"usgs":true}],"links":[{"id":177026,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_96_1.jpg"},{"id":260162,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1996/ca-96/WRD-1996-vol1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Mono Lake Basin;Pacific Slope Basins;Santa Maria River;Southern Great Basin;Tijuana River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -120.75,32.5 ], [ -120.75,38.166666666666664 ], [ -114.13333333333334,38.166666666666664 ], [ -114.13333333333334,32.5 ], [ -120.75,32.5 ] ] ] } } ] }","edition":"Legacy Report","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbeac","contributors":{"authors":[{"text":"Rockwell, G.L.","contributorId":47408,"corporation":false,"usgs":true,"family":"Rockwell","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":250368,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hayes, P.D.","contributorId":52644,"corporation":false,"usgs":true,"family":"Hayes","given":"P.D.","email":"","affiliations":[],"preferred":false,"id":250369,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Agajanian, J.A.","contributorId":73669,"corporation":false,"usgs":true,"family":"Agajanian","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":250370,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":50151,"text":"ofr97665 - 1997 - Aquatic habitats in relation to river flow in the Apalachicola River floodplain, Florida","interactions":[{"subject":{"id":50151,"text":"ofr97665 - 1997 - Aquatic habitats in relation to river flow in the Apalachicola River floodplain, Florida","indexId":"ofr97665","publicationYear":"1997","noYear":false,"title":"Aquatic habitats in relation to river flow in the Apalachicola River floodplain, Florida"},"predicate":"SUPERSEDED_BY","object":{"id":6112,"text":"pp1594 - 1998 - Aquatic habitats in relation to river flow in the Apalachicola River floodplain, Florida","indexId":"pp1594","publicationYear":"1998","noYear":false,"title":"Aquatic habitats in relation to river flow in the Apalachicola River floodplain, Florida"},"id":1}],"supersededBy":{"id":6112,"text":"pp1594 - 1998 - Aquatic habitats in relation to river flow in the Apalachicola River floodplain, Florida","indexId":"pp1594","publicationYear":"1998","noYear":false,"title":"Aquatic habitats in relation to river flow in the Apalachicola River floodplain, Florida"},"lastModifiedDate":"2012-02-02T00:11:16","indexId":"ofr97665","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-665","title":"Aquatic habitats in relation to river flow in the Apalachicola River floodplain, Florida","language":"ENGLISH","doi":"10.3133/ofr97665","usgsCitation":"Light, H.M., Darst, M.R., and Grubbs, J.W., 1997, Aquatic habitats in relation to river flow in the Apalachicola River floodplain, Florida (Superseded by PP-1594): U.S. Geological Survey Open-File Report 97-665, 79 p., 3 plates, https://doi.org/10.3133/ofr97665.","productDescription":"79 p., 3 plates","costCenters":[],"links":[{"id":176155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"edition":"Superseded by PP-1594","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db67a072","contributors":{"authors":[{"text":"Light, Helen M.","contributorId":18355,"corporation":false,"usgs":true,"family":"Light","given":"Helen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":240850,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Darst, Melanie R.","contributorId":93042,"corporation":false,"usgs":true,"family":"Darst","given":"Melanie","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":240852,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Grubbs, J. W.","contributorId":77139,"corporation":false,"usgs":true,"family":"Grubbs","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":240851,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":54443,"text":"wdrCA964 - 1997 - Water Resources Data, California, Water Year 1996. Volume 4. Northern Central Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line","interactions":[],"lastModifiedDate":"2012-09-01T01:01:51","indexId":"wdrCA964","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CA-96-4","title":"Water Resources Data, California, Water Year 1996. Volume 4. Northern Central Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line","docAbstract":"Water-resources data for the 1996 water year for California consist of records of stage, discharge, and water quality of streams, stage and contents in lakes and reservoirs, and water levels and water quality in wells. Volume 4 contains discharge records for 180 gaging stations, stage and contents for 45 lakes and reservoirs, gage-height records for 5 stations, precipitation data for 3 stations, and water quality for 15 stations. Also included is 1 low-flow partial-record station. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in California.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Sacramento, CA","doi":"10.3133/wdrCA964","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies.","usgsCitation":"Anderson, S., Rockwell, G., Friebel, M., and Webster, M., 1997, Water Resources Data, California, Water Year 1996. Volume 4. Northern Central Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line (Legacy Report): U.S. Geological Survey Water Data Report CA-96-4, xvii, 469 p., https://doi.org/10.3133/wdrCA964.","productDescription":"xvii, 469 p.","numberOfPages":"492","costCenters":[{"id":631,"text":"Water Resources Division-California District","active":false,"usgs":true}],"links":[{"id":177029,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_96_4.jpg"},{"id":260066,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1996/ca-96/WRD-1996-vol4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Great Basin;Honey Lake Basin;Northern Central Valley Basins","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -123,38 ], [ -123,42 ], [ -120,42 ], [ -120,38 ], [ -123,38 ] ] ] } } ] }","edition":"Legacy Report","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc082","contributors":{"authors":[{"text":"Anderson, S.W.","contributorId":25628,"corporation":false,"usgs":true,"family":"Anderson","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":250378,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rockwell, G.L.","contributorId":47408,"corporation":false,"usgs":true,"family":"Rockwell","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":250379,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Friebel, M.F.","contributorId":23207,"corporation":false,"usgs":true,"family":"Friebel","given":"M.F.","email":"","affiliations":[],"preferred":false,"id":250377,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Webster, M.D.","contributorId":68385,"corporation":false,"usgs":true,"family":"Webster","given":"M.D.","email":"","affiliations":[],"preferred":false,"id":250380,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":49978,"text":"ofr97653 - 1997 - Level II scour analysis for Bridge 25 (REDSTH00360025) on Town Highway 36, crossing the West Branch Deerfield River, Readsboro, Vermont","interactions":[],"lastModifiedDate":"2013-12-17T16:16:53","indexId":"ofr97653","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-653","title":"Level II scour analysis for Bridge 25 (REDSTH00360025) on Town Highway 36, crossing the West Branch Deerfield River, Readsboro, Vermont","docAbstract":"This report provides the results of a detailed Level II analysis of scour potential at structure \nREDSTH00360025 on Town Highway 36 crossing the West Branch Deerfield River, \nReadsboro, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the \nsite, including a quantitative analysis of stream stability and scour (U.S. Department of \nTransportation, 1993). Results of a Level I scour investigation also are included in \nAppendix E of this report. A Level I investigation provides a qualitative geomorphic \ncharacterization of the study site. Information on the bridge, gleaned from Vermont Agency \nof Transportation (VTAOT) files, was compiled prior to conducting Level I and Level II \nanalyses and is found in Appendix D.
\nThe site is in the Green Mountain section of the New England physiographic province in \nsouth-central Vermont. The 14.5-mi2\n drainage area is in a predominantly rural and forested \nbasin. In the vicinity of the study site, the surface cover is pasture on the upstream right \nbank and forest on the upstream left bank. The surface cover on the downstream right and \nleft banks is primarily grass, shrubs and brush.
\nIn the study area, the West Branch Deerfield River has an incised, sinuous channel with a \nslope of approximately 0.02 ft/ft, an average channel top width of 65 ft and an average bank \nheight of 4 ft. The channel bed material ranges from gravel to boulders, with a median grain \nsize (D50) of 117 mm (0.383 ft). The geomorphic assessment at the time of the Level I and \nLevel II site visit on August 1, 1996, indicated that the reach was stable.
\nThe Town Highway 36 crossing of the West Branch Deerfield River is a 59-ft-long, two-lane bridge consisting of one 57-foot concrete T-beam span (Vermont Agency of \nTransportation, written communication, September 28, 1995). The opening length of the \nstructure parallel to the bridge face is 54 ft. The bridge is supported by vertical, concrete \nabutments with wingwalls. The channel is skewed approximately 50 degrees to the opening \nwhile the opening-skew-to-roadway is 30 degrees.
\nDuring the Level I assessment, a scour hole approximately 2 ft deeper than the mean \nthalweg depth was observed along the upstream right wingwall and a scour hole \napproximately 1 ft deeper than the mean thalweg depth was observed along the downstream \nleft wingwall. The scour protection measure at the site was type-2 stone fill (less than 36 \ninches diameter) at the downstream end of the downstream left wingwall, at the upstream \nend of the upstream right wingwall, at the downstream end of the right abutment, along the \nentire base length of the downstream right wingwall, along the upstream right bank and \nalong the downstream left bank. A stone wall was noted along the upstream left bank. \nAdditional details describing conditions at the site are included in the Level II Summary \nand Appendices D and E.
\nScour depths and recommended rock rip-rap sizes were computed using the general \nguidelines described in Hydraulic Engineering Circular 18 (Richardson and others, 1995). \nTotal scour at a highway crossing is comprised of three components: 1) long-term \nstreambed degradation; 2) contraction scour (due to accelerated flow caused by a reduction \nin flow area at a bridge) and; 3) local scour (caused by accelerated flow around piers and \nabutments). Total scour is the sum of the three components. Equations are available to \ncompute depths for contraction and local scour and a summary of the results of these \ncomputations follows.
\nContraction scour for all modelled flows ranged from 0.0 to 0.6 ft. The worst-case \ncontraction scour occurred at the incipient-overtopping discharge. Abutment scour ranged \nfrom 15.1 to 16.3 ft along the left abutment and from 7.4 to 9.2 ft along the right abutment. \nThe worst-case abutment scour occurred at the incipient-overtopping and 500-year \ndischarges for the left abutment and at the 500-year discharge for the right abutment. \nAdditional information on scour depths and depths to armoring are included in the section \ntitled “Scour Results”. Scoured-streambed elevations, based on the calculated scour depths, \nare presented in \ntables 1 and 2. A cross-section of the scour computed at the bridge is presented in figure 8. \nScour depths were calculated assuming an infinite depth of erosive material and a \nhomogeneous particle-size distribution.
\nIt is generally accepted that the Froehlich equation (abutment scour) gives “excessively \nconservative estimates of scour depths” (Richardson and others, 1995, p. 47). Usually, \ncomputed scour depths are evaluated in combination with other information including (but \nnot limited to) historical performance during flood events, the geomorphic stability \nassessment, existing scour protection measures, and the results of the hydraulic analyses. \nTherefore, scour depths adopted by VTAOT may differ from the computed values \ndocumented herein.
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