No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNJ951","usgsCitation":"Reed, T., DeLuca, M., Centinaro, G., and Hutchinson, J., 1996, Water resources data, New Jersey, water year 1995. Volume 1. 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0000-0002-6473-1553","orcid":"https://orcid.org/0000-0002-6473-1553","contributorId":28660,"corporation":false,"usgs":true,"family":"Hutchinson","given":"J.T.","affiliations":[],"preferred":false,"id":251611,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":54526,"text":"wdrFL954 - 1996 - Water resources data, Florida, water year 1995; Volume 4. Northwest Florida","interactions":[],"lastModifiedDate":"2023-01-13T19:53:35.633451","indexId":"wdrFL954","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"FL-95-4","title":"Water resources data, Florida, water year 1995; Volume 4. Northwest Florida","docAbstract":"The Water Resources Division of the U.S. Geological Survey, in cooperation with State, local, and Federal agencies, obtains a large amount of data pertaining to the water resources of Florida each water year. These data, accumulated during many water years, constitute a valuable data base for developing an improved understanding of the water resources of the State. To make these data readily available to interested parties outside the Geological Survey, the data are published annually in this report series entitled \"Water Resources Data - Florida.\"
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Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"WV-95-1","title":"Water resources data, West Virginia, water year 1995","docAbstract":"Water-resources data for the 1995 water year for West Virginia consist of records of discharge and water quality of streams; contents of reservoirs; and water levels of observation wells. This report contains discharge records for 68 streamflow-gaging stations; annual maximum discharge at 18 crest-stage partial-record stations; change in contents for 1 reservoir, water-quality records for 14 stations; and water-level records for 28 observation wells. Locations of these sites are shown on figures 4 and 5. Additional water data were collected at various sites, not involved in the systematic data collection program, and are published as miscellaneous sites. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in West Virginia.
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Michigan","interactions":[],"lastModifiedDate":"2017-07-12T11:02:38","indexId":"wri944161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"94-4161","title":"Hydrology, water quality, and effects of drought in Monroe County, Michigan","docAbstract":"Monroe County relies heavily on its aquifers and streams for drinking water, irrigation, and other ~ses; however, increased water use, high concentrations of certain constituents in ground water, and droughts may limit the availability of water resources. Although the most densely populated parts of the county use water from the Great Lakes, large amounts of ground water are withdrawn for quarry dewatering, domestic supply, and irrigation.
Unconsolidated deposits and bedrock of Silurian and Devonian age underlie Mon_roe County. The unconsolidated deposits are mostly clayey and less than 50 feet thick. Usable amounts of ground water generally are obtained from thin, discontinuous surficial sand deposits or, in the northwestern part of the county, from deep glaciofluvial deposits. In most of the county, however, ground water in unconsolidated deposits is highly susceptible to effects of droughts and to contamination.
The bedrock is mostly carbonate rock, and usable quantities of ground water can be obtained from fractures and other secondary openings throughout the county. Transmissivities of the Silurian-Devonian aquifer range from 10 to 6,600 feet squared per day. Aquifer tests and historical informati.on indicate that the Silurian-Devonian aquifer is confmed throughout most of the county. The major recharge area for the Silurian-Devonian aquifer in Monroe County is in the southwest, and groundwater flow is mostly southeastward toward Lake Erie. In the northeastern and southeastern parts of the county, the potentiometric surface of the SilurianDevonian aquifers has been lowered by pumpage to below the elevation of Lake Erie.
Streams and artificial drains in Monroe County are tributary to Lake Erie. Most streams are perennial because of sustained discharge from the sand aquifer and the Silurian-Devonian aquifer; however, the lower reaches of River Raisin and Plum Creek lost water to the Silurian-Devonian aquifer in July 1990.
The quality of ground water and of streamwater at low flow is suitable for most domestic u~es, irrigation, and recreation. In ground water, dissolved solids and hydrogen sulfide are present at concentrations objectionable to some users. Indicators of ground-water contamination from agricultural activities-pesticides and nitrates-were not present at detectable concentrations or were below U.S. Environmental Protection Agency (USEPA) limits. In streamwater, some treatment to remove bacteria may be necessary in summer months; nitrate concentrations, however, were found to be below USEPA limits.
Tritium concentrations indicative of recent recharge to the Silurian-Devonian aquifer are present in a southwest-to-northeast-trending band from Whiteford to Berlin Townships. Generally, where glacial deposits are thicker than 30 feet, rech~rge.takes more than 40 years. Carbon isotope data md1cate that some of the ground water in the Silurian-Devonian aquifer is more than 14,000 years old.
Mild droughts are common in Michigan, but long severe droughts, such as those during 1930-37 and 1960-67, are infrequent. The most recent drought, during 1988, was severe but short. Ground-water levels declined throughout the county; the largest declines were probably in the southwest. Shallow bedrock wells completed in only the upper part of the Silurian-Devonian aquifer and near large uses of ground water were especially susceptible to the effects of drought. Deep bedrock wells continued to produce water through the drought of 1988.
During droughts, streamflow is reduced because of low ground-water levels and high consumptive uses of surface water. In 1988, annual discharge on the River Raisin was near normal, but monthly averages were below normal from March through August. The quality of surface water during droughts is similar to that during normal lowflow conditions.
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Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, Trinity River Basin, and intervening coastal basins","interactions":[],"lastModifiedDate":"2020-12-22T21:56:11.677099","indexId":"wdrTX951","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"TX-95-1","title":"Water resources data Texas, water year 1995, volume 1. Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, Trinity River Basin, and intervening coastal basins","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrTX951","usgsCitation":"Gandara, S., Gibbons, W., Andrews, F., Fisher, J., Hinds, B., and Jones, R.E., 1996, Water resources data Texas, water year 1995, volume 1. 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Dakota\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fafe7","contributors":{"authors":[{"text":"Harkness, R.E.","contributorId":24412,"corporation":false,"usgs":true,"family":"Harkness","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":251500,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haffield, N.D.","contributorId":10462,"corporation":false,"usgs":true,"family":"Haffield","given":"N.D.","affiliations":[],"preferred":false,"id":251498,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Berkas, W.R.","contributorId":59808,"corporation":false,"usgs":true,"family":"Berkas","given":"W.R.","affiliations":[],"preferred":false,"id":251501,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Norbeck, S.W.","contributorId":23158,"corporation":false,"usgs":true,"family":"Norbeck","given":"S.W.","affiliations":[],"preferred":false,"id":251499,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Strobel, M.L.","contributorId":81945,"corporation":false,"usgs":true,"family":"Strobel","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":251502,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":54557,"text":"wdrGA951 - 1996 - Water resources data, Georgia, water year 1995","interactions":[],"lastModifiedDate":"2025-08-26T17:38:08.65508","indexId":"wdrGA951","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"GA-95-1","title":"Water resources data, Georgia, water year 1995","docAbstract":"Water-resources data for the 1995 water year for Georgia consists of records of stage, discharge, and quality of streams; stage and contents of lakes and reservoirs; ground-water levels; and precipitation quality. This report contains discharge records of 119 gaging stations; stage for 26 gaging stations; stage and contents for 18 lakes and reservoirs; water quality for 125 continuing-record stations; and peak stage and discharge only for 102 crest-stage partial-record stations; water levels of 24 observation wells, and water quality for 1 precipitation-quality site. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Georgia.
A geographic information system (GIS) procedure was developed to compile low-altitude aerial photography, digitized data, and land-use data from U.S. Department of Agriculture Consolidated Farm Service Agency (CFSA) offices into a high-resolution (approximately 5 meters) land-use GIS data set. The aerial photography consisted of 35-mm slides which were scanned into tagged information file format (TIFF) images. These TIFF images were then imported into the GIS where they were registered into a geographically referenced coordinate system. Boundaries between land use were delineated from these GIS data sets using on-screen digitizing techniques. Crop types were determined using information obtained from the U.S. Department of Agriculture CFSA offices. Crop information not supplied by the CFSA was attributed by manual classification procedures. Automated methods to provide delineation of the field boundaries and land-use classification were investigated. It was determined that using these data sources, automated methods were less efficient and accurate than manual methods of delineating field boundaries and classifying land use.
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","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrNHVT951","collaboration":"Prepared in cooperation with the states of New Hampshire and Vermont and with other agencies","usgsCitation":"Hammond, R., Coakley, M., Keirstead, C., and Kiah, R., 1996, Water resources data, New Hampshire and Vermont, water year 1995: U.S. Geological Survey Water Data Report NH-VT-95-1, xiv, 205 p., https://doi.org/10.3133/wdrNHVT951.","productDescription":"xiv, 205 p.","costCenters":[],"links":[{"id":483345,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1995/nhvt-95-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":482334,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1995/nhvt-95-1/report-thumb.jpg"}],"country":"United States","state":"New Hampshire, Vermont","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -73.3447265625,\n 42.68243539838623\n ],\n [\n -70.68603515625,\n 42.68243539838623\n ],\n [\n -70.68603515625,\n 45.213003555993964\n ],\n [\n -73.3447265625,\n 45.213003555993964\n ],\n [\n -73.3447265625,\n 42.68243539838623\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb359","contributors":{"authors":[{"text":"Hammond, R.E.","contributorId":56292,"corporation":false,"usgs":true,"family":"Hammond","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":251540,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Coakley, M.F.","contributorId":25228,"corporation":false,"usgs":true,"family":"Coakley","given":"M.F.","email":"","affiliations":[],"preferred":false,"id":251539,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Keirstead, Chandlee","contributorId":10862,"corporation":false,"usgs":true,"family":"Keirstead","given":"Chandlee","email":"","affiliations":[],"preferred":false,"id":251538,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kiah, R.G.","contributorId":76770,"corporation":false,"usgs":true,"family":"Kiah","given":"R.G.","affiliations":[],"preferred":false,"id":251541,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":54650,"text":"wdrMARI951 - 1996 - Water resources data, Massachusetts and Rhode Island, water year 1995","interactions":[],"lastModifiedDate":"2025-07-22T17:21:33.029689","indexId":"wdrMARI951","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"MA-RI-95-1","title":"Water resources data, Massachusetts and Rhode Island, water year 1995","docAbstract":"Water resources data for the 1995 water year for Massachusetts and Rhode Island consists of records of stage, discharge, and water quality of streams; contents of lakes and reservoirs; and ground-water levels. This report contains discharge records for 87 gaging stations, monthend contents of 3 lakes and reservoirs, water quality at 32 gaging stations, and water levels for 136 observation wells. Data also are included for 47 low-flow partial-record stations. Miscellaneous hydrologic data were collected at various sites that were not a part of the systematic data-collection program and are published as miscellaneous discharge measurements and quality of ground water. A few pertinent stations in bordering States are also included in this report. 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 Massachusetts and Rhode Island.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMARI951","collaboration":"Prepared in cooperation with the States of Massachusetts and Rhode Island and with other agencies","usgsCitation":"Socolow, R., Comeau, L., Casey, R., and Ramsbey, L., 1996, Water resources data, Massachusetts and Rhode Island, water year 1995: U.S. Geological Survey Water Data Report MA-RI-95-1, xvi, 428 p., https://doi.org/10.3133/wdrMARI951.","productDescription":"xvi, 428 p.","costCenters":[],"links":[{"id":492733,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1995/mari-95-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181399,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1995/mari-95-1/report-thumb.jpg"}],"country":"United States","state":"Massachusetts, Rhode Island","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -73.61942990666182,\n 42.90282170145497\n ],\n [\n -73.61942990666182,\n 41.086508397370466\n ],\n [\n -69.6441324266006,\n 41.086508397370466\n ],\n [\n -69.6441324266006,\n 42.90282170145497\n ],\n [\n -73.61942990666182,\n 42.90282170145497\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb69a","contributors":{"authors":[{"text":"Socolow, R.S.","contributorId":17639,"corporation":false,"usgs":true,"family":"Socolow","given":"R.S.","affiliations":[],"preferred":false,"id":251034,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Comeau, L.Y.","contributorId":52254,"corporation":false,"usgs":true,"family":"Comeau","given":"L.Y.","email":"","affiliations":[],"preferred":false,"id":251035,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Casey, R.G.","contributorId":68823,"corporation":false,"usgs":true,"family":"Casey","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":251036,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ramsbey, L.R.","contributorId":78393,"corporation":false,"usgs":true,"family":"Ramsbey","given":"L.R.","email":"","affiliations":[],"preferred":false,"id":251037,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":55025,"text":"wdrTX952 - 1996 - Water resources data Texas, water year 1995, volume 2. San Jacinto River basin, Brazos River basin, San Bernard River basin, and intervening coastal basins","interactions":[],"lastModifiedDate":"2020-12-22T21:55:09.763431","indexId":"wdrTX952","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"TX-95-2","title":"Water resources data Texas, water year 1995, volume 2. San Jacinto River basin, Brazos River basin, San Bernard River basin, and intervening coastal basins","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrTX952","usgsCitation":"Gandara, S., Gibbons, W., Andrews, F., Fisher, J., Hinds, B., and Jones, R.E., 1996, Water resources data Texas, water year 1995, volume 2. San Jacinto River basin, Brazos River basin, San Bernard River basin, and intervening coastal basins: U.S. Geological Survey Water Data Report TX-95-2, xii, 373 p., https://doi.org/10.3133/wdrTX952.","productDescription":"xii, 373 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":180856,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1995/tx-95-2/report-thumb.jpg"},{"id":381590,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1995/tx-95-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -103.0517578125,\n 35.003003395276714\n ],\n [\n -103.0517578125,\n 34.06176136129718\n ],\n [\n -102.667236328125,\n 33.797408767572485\n ],\n [\n -101.84326171875,\n 33.4955977448657\n ],\n [\n -101.1181640625,\n 33.073130945006625\n ],\n [\n -100.118408203125,\n 32.602361666817515\n ],\n [\n -98.96484375,\n 31.840232667909365\n ],\n [\n -97.767333984375,\n 30.968189296794247\n ],\n [\n -97.14111328125,\n 30.44867367928756\n ],\n [\n -96.52587890625,\n 29.707139348134145\n ],\n [\n -96.21826171874999,\n 29.219302076779456\n ],\n [\n -95.95458984375,\n 28.545925723233477\n ],\n [\n -95.526123046875,\n 28.70986084394286\n ],\n [\n -95.00976562499999,\n 28.8831596093235\n ],\n [\n -94.757080078125,\n 29.248063243796576\n ],\n [\n -94.85595703125,\n 29.649868677972304\n ],\n [\n -95.03173828125,\n 29.983486718474694\n ],\n [\n -95.614013671875,\n 30.80791068136646\n ],\n [\n -96.35009765625,\n 31.5504526754715\n ],\n [\n -97.086181640625,\n 32.045332838858506\n ],\n [\n -98.06396484375,\n 32.861132322810946\n ],\n [\n -99.2724609375,\n 33.65120829920497\n ],\n [\n -100.72265625,\n 34.243594729697406\n ],\n [\n -101.458740234375,\n 34.615126683462194\n ],\n [\n -103.0517578125,\n 35.003003395276714\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fa93e","contributors":{"authors":[{"text":"Gandara, S. C.","contributorId":81116,"corporation":false,"usgs":true,"family":"Gandara","given":"S. C.","affiliations":[],"preferred":false,"id":252369,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gibbons, W.J.","contributorId":29847,"corporation":false,"usgs":true,"family":"Gibbons","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":252366,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Andrews, F.L.","contributorId":44944,"corporation":false,"usgs":true,"family":"Andrews","given":"F.L.","email":"","affiliations":[],"preferred":false,"id":252367,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Fisher, J.C.","contributorId":99974,"corporation":false,"usgs":true,"family":"Fisher","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":252371,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hinds, B.A.","contributorId":78011,"corporation":false,"usgs":true,"family":"Hinds","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":252368,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Jones, R. E.","contributorId":92997,"corporation":false,"usgs":true,"family":"Jones","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":252370,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":44863,"text":"wri954287 - 1996 - Description, instructions, and verification for Basinsoft, a computer program to quantify drainage- basin characteristics","interactions":[],"lastModifiedDate":"2016-03-21T13:47:36","indexId":"wri954287","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"95-4287","title":"Description, instructions, and verification for Basinsoft, a computer program to quantify drainage- basin characteristics","docAbstract":"Basinsoft is a computer program developed to utilize digital cartographic data to quantify 27 selected morphometric characteristics and optional area-weighted characteristics for a drainage basin. The programs comprising Basinsoft were written in Arc Macro Language (AML), a post-processing language written to run in ARC/INFO, a proprietary geographic information system (GIS). Basinsoft requires the generation of four source-data layers, three coverages and one lattice, representing the drainage-divide, hydrography, hypsography, and a lattice elevation model of a drainage basin, and the attribution of the three source-data layer coverages. Preprocessing of these data layers is facilitated by specialized utility AML programs. Compared to manual methods of measurement, Basinsoft significantly decreases the amount of time and effort required to quantify selected characteristics for drainage basins, particularly when a large number of drainage basins need to be processed. The automaticity of Basinsoft and its utility programs facilitate implementation of Basinsoft without requiring extensive GIS experience. Basinsoft was developed entirely using AML to ensure portability between platforms running ARC/INFO version 7.0 or later.
\nStatistical comparison tests indicate Basinsoft quantifications are not significantly different from manual topographic-map measurements for 9 of 10 basin characteristics tested. The results also indicate that elevation contours generated by ARC/INFO from l:250,000-scale digital elevation model (DEM) data are over-generalized when compared to elevation contours shown on l:250,000-scale topographic maps, and that quantification of basin-slope thus is underestimated using DEM data. A qualitative comparison test indicated that the Basinsoft module used to quantify basin slope is valid and that differences in the quantification of basin slope are due to sourcedata differences.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City, IA","doi":"10.3133/wri954287","usgsCitation":"Harvey, C.A., and Eash, D.A., 1996, Description, instructions, and verification for Basinsoft, a computer program to quantify drainage- basin characteristics: U.S. Geological Survey Water-Resources Investigations Report 95-4287, vi, 25 p., https://doi.org/10.3133/wri954287.","productDescription":"vi, 25 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":99333,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4287/report.pdf","size":"2690","linkFileType":{"id":1,"text":"pdf"}},{"id":161911,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4287/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db66928b","contributors":{"authors":[{"text":"Harvey, Craig A.","contributorId":103325,"corporation":false,"usgs":true,"family":"Harvey","given":"Craig","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":230573,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eash, David A. 0000-0002-2749-8959 daeash@usgs.gov","orcid":"https://orcid.org/0000-0002-2749-8959","contributorId":1887,"corporation":false,"usgs":true,"family":"Eash","given":"David","email":"daeash@usgs.gov","middleInitial":"A.","affiliations":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"preferred":true,"id":230572,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":55134,"text":"wdrWY951 - 1996 - Water resources data, Wyoming, water year 1995","interactions":[],"lastModifiedDate":"2025-08-01T17:24:45.246428","indexId":"wdrWY951","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"WY-95-1","title":"Water resources data, Wyoming, water year 1995","docAbstract":"Water resources data for the 1995 water year for Wyoming consists of records of stage, discharge and water quality of streams; stage and contents of lakes and reservoirs, and water levels and water quality of ground water. This report contains discharge records for 186 gaging stations; stage and contents for 16 lakes and reservoirs; water quality for 34 gaging stations and 22 ungaged stations; and water levels for 7 observation wells. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. 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 Wyoming.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWY951","collaboration":"Prepared in cooperation with the State of Wyoming and with other agencies","usgsCitation":"Smalley, M., Woodruff, R.E., Clark, M.L., and McCollum, P.B., 1996, Water resources data, Wyoming, water year 1995: U.S. Geological Survey Water Data Report WY-95-1, lxviii, 393 p., https://doi.org/10.3133/wdrWY951.","productDescription":"lxviii, 393 p.","costCenters":[],"links":[{"id":493357,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1995/wy-95-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174122,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1995/wy-95-1/report-thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa4a0","contributors":{"authors":[{"text":"Smalley, M.L.","contributorId":87585,"corporation":false,"usgs":true,"family":"Smalley","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":252745,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Woodruff, R. E.","contributorId":102556,"corporation":false,"usgs":true,"family":"Woodruff","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":252746,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Clark, M. L.","contributorId":19595,"corporation":false,"usgs":true,"family":"Clark","given":"M.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":252743,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"McCollum, P. B.","contributorId":27921,"corporation":false,"usgs":true,"family":"McCollum","given":"P.","middleInitial":"B.","affiliations":[],"preferred":false,"id":252744,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":58003,"text":"wri964204 - 1996 - Analysis of suspended-sediment concentrations and discharges at four long-term sediment stations in central and southern Illinois, 1975–92 water years","interactions":[],"lastModifiedDate":"2020-05-01T14:52:13.749254","indexId":"wri964204","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"96-4204","displayTitle":"Analysis of Suspended-Sediment Concentrations and Discharges at Four Long-Term Sediment Stations in Central and Southern Illinois, 1975–92 Water Years","title":"Analysis of suspended-sediment concentrations and discharges at four long-term sediment stations in central and southern Illinois, 1975–92 water years","docAbstract":"The U.S. Geological Survey and the U.S. Army Corps of Engineers, St. Louis District, have jointly operated four sediment stations in central and southern Illinois since May 1975—Illinois River at Valley City, Kaskaskia River at Cooks Mills, Kaskaskia River near Venedy Station, and Big Muddy River at Murphysboro. A comprehensive analysis of the historical data from these sediment stations was done to determine changes in the concentrations or amounts of suspended sediment transported in the streams.
Generally, the highest suspended-sediment concentrations were found in the Illinois River at Valley City (the station with the largest drainage area), and the lowest concentrations were in the Kaskaskia River at Cooks Mills (the station with the smallest drainage area). Suspended-sediment concentrations were typically high in the spring and summer (March through August) and low in the fall or winter (September through February). The seasonal Kendall test for trends indicated a statistically significant downward trend in suspended-sediment concentrations at three of the sediment stations, including a downward trend of 5.50 milligrams per liter per year in the Illinois River at Valley City.
Median suspended-sediment discharges at the four sediment stations ranged from 47.1 to 3,260 tons per day and corresponded to the size of the drainage areas. The largest median suspended sediment yield, 0.12 tons per square mile per day, was in the Illinois River at Valley City. Suspended-sediment discharges during the spring were larger than during other seasons. The seasonal Kendall test for trends indicated a statistically significant downward trend in suspended sediment discharges at two of the sediment stations (Kaskaskia River at Cooks Mills and Big Muddy River at Murphysboro).
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri964204","collaboration":"Prepared in cooperation with the U.S. Army of Engineers","usgsCitation":"Terrio, P.J., 1996, Analysis of suspended-sediment concentrations and discharges at four long-term sediment stations in central and southern Illinois, 1975–92 water years: U.S. Geological Survey Water-Resources Investigations Report 96-4204, iv, 23 p., https://doi.org/10.3133/wri964204.","productDescription":"iv, 23 p.","numberOfPages":"27","costCenters":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"links":[{"id":183835,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4204/coverthb.jpg"},{"id":5952,"rank":100,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4204/wrir96_4204.pdf","text":"Report","size":"925 kB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 96–4204"}],"country":"United States","state":"Illinois","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -91.47216796875,\n 40.07807142745009\n ],\n [\n -90.703125,\n 39.16414104768742\n ],\n [\n -90.19775390625,\n 38.84826438869913\n ],\n [\n -90.1318359375,\n 38.75408327579141\n ],\n [\n -90.340576171875,\n 38.25543637637947\n ],\n [\n -89.36279296875,\n 37.49229399862877\n ],\n [\n -88.802490234375,\n 37.19533058280065\n ],\n [\n -88.253173828125,\n 37.50972584293751\n ],\n [\n -87.989501953125,\n 38.229550455326134\n ],\n [\n -87.56103515625,\n 38.659777730712534\n ],\n [\n -87.62695312499999,\n 39.26628442213066\n ],\n [\n -87.56103515625,\n 39.9434364619742\n ],\n [\n -91.47216796875,\n 40.07807142745009\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"Director, Central Midwest Water Science Center
U.S. Geological Survey
405 North Goodwin
Urbana, IL 61801
Water resources data for 1995 water year in Florida consists of continuous or daily discharge for 314 streams, periodic discharge for 37 streams, continuous or daily stage for 55 streams, periodic stage for 12 streams, peak discharge for 12 streams, and peak stage for 12 streams; continuous or daily elevations for 30 lakes, periodic elevations for 73 lakes; continuous ground-water levels for430 wells, periodic ground-water levels for2,095 wells; quality of water data for 165 surface-water sites and 246 wells.
The data for South Florida included continuous or daily discharge for 73 streams, continuous or daily stage for 76 streams, peak stage discharge for no streams, continuous elevation for 1 lake; continuous groundwater levels for 222 wells, periodic ground-water levels for 772 wells and no miscellaneous water-level measurements; quality-of-water for 29 surface-water sites and 207 wells.
The data represent the National Water Data System records collected by the U.S. Geological Survey and cooperation with local, state, and federal agencies in Florida.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb5a9","contributors":{"authors":[{"text":"Plunkett, M.L.","contributorId":82368,"corporation":false,"usgs":true,"family":"Plunkett","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":251325,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morris, F.","contributorId":17299,"corporation":false,"usgs":true,"family":"Morris","given":"F.","affiliations":[],"preferred":false,"id":251322,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Oakley, W. T.","contributorId":76331,"corporation":false,"usgs":true,"family":"Oakley","given":"W.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":251324,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Turnipseed, D.P.","contributorId":59824,"corporation":false,"usgs":true,"family":"Turnipseed","given":"D.P.","email":"","affiliations":[],"preferred":false,"id":251323,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":54163,"text":"wdrCO961 - 1996 - Water Resources Data, Colorado, Water Year 1996--Volume 1. Missouri River Basin, Arkansas River Basin, and Rio Grande Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:12:07","indexId":"wdrCO961","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"CO-96-1","title":"Water Resources Data, Colorado, Water Year 1996--Volume 1. Missouri River Basin, Arkansas River Basin, and Rio Grande Basin","docAbstract":"Water-resources data for Colorado for the 1996 water year consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality of wells and springs. This report (Volumes 1 and 2) contains discharge records for 321 gaging stations, stage and contents of 26 lakes and reservoirs, 1 partial-record low-flow station, peak-flow information for 30 crest-stage partial-record stations; water quality for 135 gaging stations and for 11 lakes and reservoirs, supplemental water quality for 175 gaged sites; water quality for 34 miscellaneous sites and 14 observation wells; water levels for 2 observation wells, and meteorological data for 30 sites. Nine pertinent stations operated by bordering States also are included in this report. The records were collected and computed by the Water Resources Division of the U.S. Geological Survey under the direction of W.F. Horak, District Chief. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies.","language":"ENGLISH","doi":"10.3133/wdrCO961","usgsCitation":"Crowfoot, R., Paillet, A., Ritz, G., Smith, M., Steger, R., and O’Neill, G.B., 1996, Water Resources Data, Colorado, Water Year 1996--Volume 1. Missouri River Basin, Arkansas River Basin, and Rio Grande Basin: U.S. Geological Survey Water Data Report CO-96-1, 512 p.; 5 figs., https://doi.org/10.3133/wdrCO961.","productDescription":"512 p.; 5 figs.","costCenters":[],"links":[{"id":5609,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wdrCO961","linkFileType":{"id":5,"text":"html"}},{"id":181072,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbe00","contributors":{"authors":[{"text":"Crowfoot, R.M.","contributorId":6116,"corporation":false,"usgs":true,"family":"Crowfoot","given":"R.M.","affiliations":[],"preferred":false,"id":249382,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Paillet, A.V.","contributorId":89217,"corporation":false,"usgs":true,"family":"Paillet","given":"A.V.","email":"","affiliations":[],"preferred":false,"id":249386,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ritz, G.F.","contributorId":69581,"corporation":false,"usgs":true,"family":"Ritz","given":"G.F.","email":"","affiliations":[],"preferred":false,"id":249383,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Smith, M.E.","contributorId":104525,"corporation":false,"usgs":true,"family":"Smith","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":249387,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Steger, R.D.","contributorId":78008,"corporation":false,"usgs":true,"family":"Steger","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":249385,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"O’Neill, G. B.","contributorId":72450,"corporation":false,"usgs":true,"family":"O’Neill","given":"G.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":249384,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":49831,"text":"ofr96565 - 1996 - Level II scour analysis for Bridge 42 (HARDELMSTR0042) on Elm Street, crossing Cooper Brook, Hardwick, Vermont","interactions":[],"lastModifiedDate":"2013-12-10T13:41:46","indexId":"ofr96565","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"96-565","title":"Level II scour analysis for Bridge 42 (HARDELMSTR0042) on Elm Street, crossing Cooper Brook, Hardwick, Vermont","docAbstract":"This report provides the results of a detailed Level II analysis of scour potential at structure HARDELMSTR0042 on Elm Street crossing Cooper Brook, Hardwick, 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.
\nThe site is in the New England Upland section of the New England physiographic province in north-central Vermont. The 16.6-mi2 drainage area is in a predominantly rural and forested basin. In the vicinity of the study site, the overbanks are primarily grass covered with some brush along the immediate channel banks except the upstream right bank and overbank which is forested and the downstream left overbank which has a lumberyard.
\nIn the study area, Cooper Brook has a sinuous channel with a slope of approximately 0.005 ft/ft, an average channel top width of 50 ft and an average channel depth of 6 ft. The predominant channel bed materials are sand and gravel with a median grain size (D50) of 1.25 mm (0.00409 ft). The geomorphic assessment at the time of the Level I and Level II site visit on July 24, 1995, indicated that the reach was stable.
\nThe Elm Street crossing of Cooper Brook is a 39-ft-long, two-lane bridge consisting of one 37-foot concrete span (Vermont Agency of Transportation, written communication, March 17, 1995). The bridge is supported by vertical, concrete abutments with wingwalls. The channel is skewed approximately 40 degrees to the opening while the opening-skew-to-roadway is 45 degrees.
\nOn August 17, 1995 the site was revisited to investigate the effect of the August 4-5, 1995 flood on the structure. Channel features such as scour holes and point bars were shifted by the high flow event. Details of these changes can be found in the Level I data form in Appendix E. Additional details describing conditions at the site are included in the Level II Summary and Appendices D and G.
\nScour depths and rock rip-rap sizes were computed using the general guidelines described in Hydraulic Engineering Circular 18 (Richardson and others, 1993). 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.
\nContraction scour for all modelled flows ranged from 0.0 to 3.4 ft. The worst-case contraction scour occurred at the incipient-overtopping discharge which was less than the 100-year discharge. Abutment scour ranged from 7.1 to 10.4 ft. The worst-case abutment scour occurred at the 500-year 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.
\nIt is generally accepted that the Froehlich equation (abutment scour) gives “excessively conservative estimates of scour depths” (Richardson and others, 1993, p. 48). 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/ofr96565","collaboration":"Prepared in cooperation with Vermont Agency of Transportation and Federal Highway Administration","usgsCitation":"Olson, S.A., 1996, Level II scour analysis for Bridge 42 (HARDELMSTR0042) on Elm Street, crossing Cooper Brook, Hardwick, Vermont: U.S. Geological Survey Open-File Report 96-565, iv, 55 p., https://doi.org/10.3133/ofr96565.","productDescription":"iv, 55 p.","numberOfPages":"60","costCenters":[],"links":[{"id":162471,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr96565.PNG"},{"id":279296,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0565/report.pdf"}],"scale":"24000","country":"United States","state":"Vermont","city":"Hardwick","otherGeospatial":"Cooper Brook","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72.5,44.375 ], [ -72.5,44.625 ], [ -72.25,44.625 ], [ -72.25,44.375 ], [ -72.5,44.375 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a5fc4","contributors":{"authors":[{"text":"Olson, Scott A. 0000-0002-1064-2125 solson@usgs.gov","orcid":"https://orcid.org/0000-0002-1064-2125","contributorId":2059,"corporation":false,"usgs":true,"family":"Olson","given":"Scott","email":"solson@usgs.gov","middleInitial":"A.","affiliations":[{"id":405,"text":"NH/VT office of New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":240335,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44374,"text":"ofr96651 - 1996 - Evaluation of shorelines along Lake Mohave, Lake Mead National Recreation Area, Nevada and Arizona","interactions":[],"lastModifiedDate":"2012-02-10T00:10:10","indexId":"ofr96651","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"96-651","title":"Evaluation of shorelines along Lake Mohave, Lake Mead National Recreation Area, Nevada and Arizona","docAbstract":"The hdpw (head-in-a-pumping-well) program described in this report is a post-processor that calculates the head in a pumping well based on thesimulated head at a finite-difference model cell that contains the well. The calculations are based on the Thiem equation. The hdpw code works with the U.S. Geological Survey modular finite-difference ground-water flow model, which is commonly called MODFLOW. The hdpw code is a complete program that has incorporated many of MODFLOW subroutines to read data. Code was added to the well package to calculate the head and drawdown in a fully-penetrating well of finite radius.","language":"ENGLISH","doi":"10.3133/ofr96651","usgsCitation":"Workman, J.B., 1996, Evaluation of shorelines along Lake Mohave, Lake Mead National Recreation Area, Nevada and Arizona: U.S. Geological Survey Open-File Report 96-651, 1 map : col. ; 113 x 46 cm., folded in envelope 22 x 24 cm. + 1 text (4 leaves ; 28 cm.), https://doi.org/10.3133/ofr96651.","productDescription":"1 map : col. ; 113 x 46 cm., folded in envelope 22 x 24 cm. + 1 text (4 leaves ; 28 cm.)","costCenters":[],"links":[{"id":168839,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0651/report-thumb.jpg"},{"id":81662,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1996/0651/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81663,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0651/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.86666666666666,35 ], [ -114.86666666666666,36 ], [ -114.36749999999999,36 ], [ -114.36749999999999,35 ], [ -114.86666666666666,35 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fab96","contributors":{"authors":[{"text":"Workman, Jeremiah B. 0000-0001-7816-6420 jworkman@usgs.gov","orcid":"https://orcid.org/0000-0001-7816-6420","contributorId":714,"corporation":false,"usgs":true,"family":"Workman","given":"Jeremiah","email":"jworkman@usgs.gov","middleInitial":"B.","affiliations":[{"id":318,"text":"Geosciences and Environmental Change Science Center","active":true,"usgs":true}],"preferred":true,"id":229659,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":49822,"text":"ofr96405 - 1996 - Level II scour analysis for Bridge 37 (BARTTH00080037) on Town Highway 8, crossing Willoughby River, Barton, Vermont","interactions":[],"lastModifiedDate":"2013-12-10T14:23:31","indexId":"ofr96405","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1996","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":"96-405","title":"Level II scour analysis for Bridge 37 (BARTTH00080037) on Town Highway 8, crossing Willoughby River, Barton, Vermont","docAbstract":"This report provides the results of a detailed Level II analysis of scour potential at structure \nBARTTH00080037 on town highway 8 crossing the Willoughby River, Barton, 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 New England Upland section of the New England physiographic province\nof north-central Vermont in the town of Barton. The 60.4-mi2\n drainage area is in a \npredominantly rural and forested basin. In the vicinity of the study site, the banks have \nsparse to moderate woody vegetation coverage.
\nIn the study area, the Willoughby River is probably incised, has a sinuous channel with a \nslope of approximately 0.009 ft/ft, an average channel top width of 108 ft and an average \nchannel depth of 6 ft. The predominant channel bed material is cobble (D50 is 95.1 mm or \n0.312 ft). The geomorphic assessment at the time of the Level I and Level II site visit on \nOctober 20, 1994, indicated that the reach was stable.
\nThe town highway 8 crossing of the Willoughby River is a 96-ft-long, two-lane bridge \nconsisting of one 94-foot steel-beam span (Vermont Agency of Transportation, written \ncommunication, August 4, 1994). The bridge is supported by vertical, concrete abutments \nwith wingwalls. The channel is skewed approximately 15 degrees to the opening while the \nopening-skew-to-roadway is 10 degrees.
\nNo scour was reported in the channel or along abutments or wingwalls during the Level I \nassessment. Type-2 stone fill (less than 24 inches diameter) was reported at each abutment \nand all four wingwalls. Additional details describing conditions at the site are included in \nthe Level II 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, 1993). Scour depths were \ncalculated assuming an infinite depth of erosive material and a homogeneous particle-size \ndistribution. Data in appendix D (Vermont Agency of Transportation, written \ncommunication, August 4, 1994) indicate that the right abutment may be founded on or near \nmarble bedrock which may limit scour depths. Bedrock was not detected by borings in the \nvicinity of the left abutment. The scour analysis results are presented in tables 1 and 2 and a \ngraph of the scour depths is presented in figure 8.
\nContraction scour for all modelled flows was 0 ft. Abutment scour ranged from 7.3 to 10.7 \nft and the worst-case abutment scour occurred at the 500-year discharge. Additional \ninformation on scour depths and depths to armoring are included in the section titled “Scour \nResults”. Scoured-streambed elevations, based on the calculated scour depths, are presented \nin tables 1 and 2. A cross-section of the scour computed at the bridge is presented in figure \n8. Scour 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, 1993, 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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