{"pageNumber":"202","pageRowStart":"5025","pageSize":"25","recordCount":6233,"records":[{"id":55183,"text":"wdrHI852 - 1987 - Water resources data for Hawaii and other Pacific areas, water year 1985: Volume 2. Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, and American Samoa","interactions":[],"lastModifiedDate":"2025-12-11T16:52:52.096799","indexId":"wdrHI852","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"HI-85-2","title":"Water resources data for Hawaii and other Pacific areas, water year 1985: Volume 2. Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, and American Samoa","docAbstract":"<p>Volume 2 of water resources data for the 1985 water year for other Pacific areas consists of records of stage, discharge, and water quality of streams and springs; stage of 2 lakes and a reservoir; and water levels and water quality in wells. This report contains discharge records for 31 gaging stations; stage only record for 3 gaging stations; water quality for 8 gaging stations; 6 partial-record stations; water temperature for 31 gaging stations; and water levels for 35 observation wells and water quality for 110 ground-water sites. Also included are 19 low-flow partial-record stations. 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 Governments and Federal agencies in other Pacific areas.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI852","collaboration":"Prepared in cooperation with the Governments of Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, American Samoa, and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Water resources data for Hawaii and other Pacific areas, water year 1985: Volume 2. Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, and American Samoa: U.S. Geological Survey Water Data Report HI-85-2, viii, 142 p., https://doi.org/10.3133/wdrHI852.","productDescription":"viii, 142 p.","costCenters":[],"links":[{"id":497332,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1985/hi-85-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":180896,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1985/hi-85-2/report-thumb.jpg"}],"country":"United States","state":"Hawaii","otherGeospatial":"American Samoa, Federated States of Micronesia, Guam, Northern Mariana Islands, 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f6f3c","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532286,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55693,"text":"wdrMI861 - 1987 - Water resources data, Michigan, water year 1986","interactions":[],"lastModifiedDate":"2017-08-10T14:29:51","indexId":"wdrMI861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"MI-86-1","title":"Water resources data, Michigan, water year 1986","docAbstract":"<p>Water resources data for the 1986 water year for Michigan consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water temperature of ground water. This report contains discharge records for 136 gaging stations; stage only records for 1 gaging station; 56 stage and contents for 5 lakes and reservoirs; water-quality records for gaging stations; water-level records for 53 observation wells; and water-temperature records for 6 observation wells. Also included are 52 crest-stage partial-record stations and 33 low-flow partial-record stations. Additional water data were collected at various sites not involved in the systematic data-collection program. Miscellaneous data were collected at 58 measuring sites and 38 water-quality sampling sites. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State, Local, and Federal agencies in Michigan.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMI861","usgsCitation":"Miller, J.B., Failing, J.C., and Larson, W.W., 1987, Water resources data, Michigan, water year 1986: U.S. Geological Survey Water Data Report MI-86-1, ix, 353 p., https://doi.org/10.3133/wdrMI861.","productDescription":"ix, 353 p.","temporalStart":"1985-10-01","temporalEnd":"1986-09-30","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":181912,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/mi-86-1/report-thumb.jpg"},{"id":344726,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/mi-86-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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 \"}}]}\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fceb0","contributors":{"authors":[{"text":"Miller, John B.","contributorId":37304,"corporation":false,"usgs":true,"family":"Miller","given":"John","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":254025,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Failing, James C.","contributorId":195164,"corporation":false,"usgs":false,"family":"Failing","given":"James","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":254026,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Larson, Wallace W.","contributorId":195165,"corporation":false,"usgs":false,"family":"Larson","given":"Wallace","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":254024,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44408,"text":"wri864185 - 1987 - Streamflow gain and loss of selected streams in northern Arkansas","interactions":[],"lastModifiedDate":"2019-08-20T09:48:20","indexId":"wri864185","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4185","title":"Streamflow gain and loss of selected streams in northern Arkansas","docAbstract":"This map shows streamflow gain and loss measurements (seepage runs) on the Crooked, Osage, and Spavinaw Creeks, and Illinois, Kings, Mulberry, Spring, and Strawberry Rivers during the low-flow conditions from September 1982 to October 1984. Data indicated that streamflow gains and losses resulted from differences in lithology of the predominately carbonate rocks and from the presence of faults. The Kings and Strawberry Rivers and Osage Creek were gaining streams throughout their length, however wastewater discharges precluded an accurate determination on Osage Creek. Crooked and Spavinaw Creeks and the Illinois, Spring, and Mulberry Rivers generally were gaining streams throughout most of their lengths although short losing reaches were identified. The largest gains in streamflow generally occurred were Mississippian formation predominated near the streams. Faults that intersected the stream channels primarily were responsible for streamflow losses. The specific conductance of water increased in the stream reaches that had the most significant streamflow gains. The specific conductance of water in tributaries was generally higher than that in larger streams. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri864185","usgsCitation":"Freiwald, D.A., 1987, Streamflow gain and loss of selected streams in northern Arkansas: U.S. Geological Survey Water-Resources Investigations Report 86-4185, 8 Plates: 39.87 x 39.18 inches or smaller, https://doi.org/10.3133/wri864185.","productDescription":"8 Plates: 39.87 x 39.18 inches or smaller","costCenters":[],"links":[{"id":173026,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4185/report-thumb.jpg"},{"id":366691,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4185/plate-1-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366684,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4185/plate-4-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366685,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4185/plate-4-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366686,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4185/plate-3-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366687,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4185/plate-3-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366688,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4185/plate-2-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366689,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4185/plate-2-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366690,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4185/plate-1-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arkansas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.6142578125,\n              35.28150065789119\n            ],\n            [\n              -89.69238281249999,\n              35.28150065789119\n            ],\n            [\n              -89.69238281249999,\n              36.527294814546245\n            ],\n            [\n              -94.6142578125,\n              36.527294814546245\n            ],\n            [\n              -94.6142578125,\n              35.28150065789119\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e09","contributors":{"authors":[{"text":"Freiwald, David A. freiwald@usgs.gov","contributorId":226,"corporation":false,"usgs":true,"family":"Freiwald","given":"David","email":"freiwald@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":229717,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38463,"text":"pp1431 - 1987 - Hydrology and chemistry of selected prairie wetlands in the Cottonwood Lake area, Stutsman County, North Dakota, 1979-82","interactions":[],"lastModifiedDate":"2018-03-08T13:49:28","indexId":"pp1431","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1431","title":"Hydrology and chemistry of selected prairie wetlands in the Cottonwood Lake area, Stutsman County, North Dakota, 1979-82","docAbstract":"<p>The relation of hydrologic setting and temporal variability in hydrology to nutrient content and geochemical characteristics of a group of prairie wetlands and adjacent ground water was studied during the period 1979-82. Although data were collected from many wetlands and wells at the study site, emphasis in this report primarily is on four wetlands two seasonal and two semipermanent and four wells contiguous to them along a hydrologic section. The seasonal wetlands, T8 and T3, contained water only for a few weeks to months after filling in spring and early summer; both were completely dry by August. The semipermanent wetlands, PI and P8, contained water throughout each year and were ice covered in winter. One wetland, T8, recharges ground water. Wetlands PI and P8 are in areas of ground-water discharge. None of the wetlands received water by channelized surface-water inlets. Only wetland P8 had a channelized surface-water outlet. Ground-water-level data showed that high points of the water table did not always occur beneath land-surface highs. Reversals of ground-water flow occurred occasionally between two of the wetlands, T3 and PI.</p><p>Significant differences existed in the chemical composition of the wetlands based on their hydrologic setting. In general, the dominant cation and anion in the wetlands were potassium and bicarbonate in wetland T8, calcium and sulfate in wetland T3, magnesium and sulfate in wetland PI, and magnesium and bicarbonate in wetland P8. Significant seasonal differences existed in the water chemistry of the wetlands in ground-water discharge areas. Water in three of the wetlands, T3, Pi, and P8, was most dilute while they filled in spring after icemelt. Concentration increased during the open-water period, and two of the wetlands, PI and P8, became most concentrated under ice cover. Concentrations of total phosphorus and total nitrogen were greatest in wetlands in areas of ground-water recharge and least in wetlands in areas of ground-water discharge. Differences in the chemistry of water from wells in the adjacent ground water resulted primarily from the positions of the wells in the ground-water flow system. The chemical type of water from well 12, which was located in a ground-water recharge area, was calcium sodium bicarbonate. Water from well 4, located downgradient from wetland T8, and from well 16, located downgradient from wetland PI, typically was a calcium sulfate type. Water from well 13, located between wetlands T3 and PI in an area of changing ground-water flow directions, was a magnesium sulfate type. Data from this study show that an understanding of hydrologic conditions is important in the interpretation of the water chemistry of wetlands in the study area.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1431","usgsCitation":"LaBaugh, J.W., Winter, T.C., Adomaitis, V.A., and Swanson, G., 1987, Hydrology and chemistry of selected prairie wetlands in the Cottonwood Lake area, Stutsman County, North Dakota, 1979-82: U.S. Geological Survey Professional Paper 1431, iii, 26 p., https://doi.org/10.3133/pp1431.","productDescription":"iii, 26 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":480,"text":"Northern Prairie Wildlife Research Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":124443,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1431/report-thumb.jpg"},{"id":65018,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1431/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -100.42190551757812,\n              47.888262218856994\n            ],\n            [\n              -100.37384033203124,\n              47.888262218856994\n            ],\n            [\n              -100.37384033203124,\n              47.91864298946684\n            ],\n            [\n              -100.42190551757812,\n              47.91864298946684\n            ],\n            [\n              -100.42190551757812,\n              47.888262218856994\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e8e5","contributors":{"authors":[{"text":"LaBaugh, J. W.","contributorId":23484,"corporation":false,"usgs":true,"family":"LaBaugh","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":219868,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":219869,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Adomaitis, V. A.","contributorId":66198,"corporation":false,"usgs":true,"family":"Adomaitis","given":"V.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":219871,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Swanson, G.A.","contributorId":49299,"corporation":false,"usgs":true,"family":"Swanson","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":219870,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":57447,"text":"wdrMS861 - 1987 - Water resources data for Mississippi, water year 1986","interactions":[],"lastModifiedDate":"2025-08-19T14:07:40.953795","indexId":"wdrMS861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"MS-86-1","title":"Water resources data for Mississippi, water year 1986","docAbstract":"<p>Water resources data for the 1986 water year for Mississippi consist of records of stage, discharge, and water quality of streams; stage, and water quality of lakes and reservoirs; and water levels and water quality of ground-water wells. This report contains records of water discharge at 71 gaging stations; stage records for 18 of these gaging stations; stage only at 5 gaging stations; water quality for 12 stations, 3 precipitation quality stations, and 32 wells; and water levels for 609 observation wells. Also included are peak-discharge data for 56 crest-stage partial-record stations, discharge data at 97 low-flow partial-record stations, and water quality data at 3 partial-record or miscellaneous sites. Locations of these sites are shown on Figures 4-6. 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 cooperation State and Federal agencies in Mississippi.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMS861","collaboration":"Prepared in cooperation with the State of Mississippi and with other agencies","usgsCitation":"Tharpe, E., Plunkett, M., Morris, F., and Oakley, W.T., 1987, Water resources data for Mississippi, water year 1986: U.S. Geological Survey Water Data Report MS-86-1, viii, 396 p., https://doi.org/10.3133/wdrMS861.","productDescription":"viii, 396 p.","costCenters":[],"links":[{"id":174620,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/ms-86-1/report-thumb.jpg"},{"id":494301,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/ms-86-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fccbd","contributors":{"authors":[{"text":"Tharpe, E.J.","contributorId":57534,"corporation":false,"usgs":true,"family":"Tharpe","given":"E.J.","email":"","affiliations":[],"preferred":false,"id":257040,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Plunkett, M.L.","contributorId":82368,"corporation":false,"usgs":true,"family":"Plunkett","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":257042,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Morris, F.","contributorId":17299,"corporation":false,"usgs":true,"family":"Morris","given":"F.","affiliations":[],"preferred":false,"id":257039,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Oakley, W. T.","contributorId":76331,"corporation":false,"usgs":true,"family":"Oakley","given":"W.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":257041,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":57653,"text":"wdrIN861 - 1987 - Water resources data for Indiana, water year 1986","interactions":[],"lastModifiedDate":"2014-06-11T13:20:04","indexId":"wdrIN861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"IN-86-1","title":"Water resources data for Indiana, water year 1986","docAbstract":"Water resources data for the 1986 water year for Indiana consist of records of\ndischarge, stage, and water quality of streams; reservoir stage and contents; and water\nlevels in lakes and wells. This report contains records of discharge for 189\nstream-gaging stations, stage for 1 stream station, stage and contents for 1 reservoir,\nwater quality for 5 streams, and water levels for 79 lakes and 94 observation wells.\nAlso included are records of peak flows for 24 crest-stage, partial-record stations.\nAdditional water data were collected at various sites, not part of the systematic\ndata-collection program, and are shown as miscellaneous measurements. These data\nrepresent that part of the National Water Data System operated by the U.S. Geological\nSurvey in Indiana in cooperation with State and Federal agencies.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrIN861","collaboration":"Prepared in cooperation with the State of Indiana and with other agencies","usgsCitation":"Glatfelter, D.R., Thompson, R.E., and Nell, G.E., 1987, Water resources data for Indiana, water year 1986: U.S. Geological Survey Water Data Report IN-86-1, xv, 441 p., https://doi.org/10.3133/wdrIN861.","productDescription":"xv, 441 p.","numberOfPages":"459","temporalStart":"1985-10-01","temporalEnd":"1986-09-30","costCenters":[],"links":[{"id":288340,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288339,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/in-86-1/report.pdf"}],"country":"United States","state":"Indiana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.0979,37.7717 ], [ -88.0979,41.7607 ], [ -84.7847,41.7607 ], [ -84.7847,37.7717 ], [ -88.0979,37.7717 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcea3","contributors":{"authors":[{"text":"Glatfelter, Dale R.","contributorId":59011,"corporation":false,"usgs":true,"family":"Glatfelter","given":"Dale","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":257616,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thompson, Ronald E. Jr.","contributorId":74819,"corporation":false,"usgs":true,"family":"Thompson","given":"Ronald","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":257617,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nell, Graham E.","contributorId":7774,"corporation":false,"usgs":true,"family":"Nell","given":"Graham","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":257615,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":80298,"text":"fwsobs82_10_134 - 1987 - Guidelines for using the Delphi Technique to develop habitat suitability index curves","interactions":[],"lastModifiedDate":"2022-01-28T17:27:52.322111","indexId":"fwsobs82_10_134","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.134","subseriesTitle":"Habitat Suitability Index","title":"Guidelines for using the Delphi Technique to develop habitat suitability index curves","docAbstract":"<p>Habitat Suitability Index (SI) curves are one method of presenting species habitat suitability criteria. The curves are often used with the Habitat Evaluation Procedures (HEP) and are necessary components of the Instream Flow Incremental Methodology (IFIM) (Armour et al. 1984). Bovee (1986) described three categories of SI curves or habitat suitability criteria based on the procedures and data used to develop the criteria. Category I curves are based on professional judgment, with 1ittle or no empirical data. Both Category II (utilization criteria) and Category III (preference criteria) curves have as their source data collected at locations where target species are observed or collected. Having Category II and Category III curves for all species of concern would be ideal. In reality, no SI curves are available for many species, and SI curves that require intensive field sampling often cannot be developed under prevailing constraints on time and costs. One alternative under these circumstances is the development and interim use of SI curves based on expert opinion. The Delphi technique (Pill 1971; Delbecq et al. 1975; Linstone and Turoff 1975) is one method used for combining the knowledge and opinions of a group of experts. The purpose of this report is to describe how the Delphi technique may be used to develop expert-opinion-based SI curves.</p>","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Crance, J.H., 1987, Guidelines for using the Delphi Technique to develop habitat suitability index curves: FWS/OBS 82/10.134, iv, 21 p.","productDescription":"iv, 21 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":190794,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a313","contributors":{"authors":[{"text":"Crance, Johnie H.","contributorId":9326,"corporation":false,"usgs":true,"family":"Crance","given":"Johnie","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":292203,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57556,"text":"wdrCA852 - 1987 - Water Resources Data for California, Water Year 1985. Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley","interactions":[],"lastModifiedDate":"2012-06-20T01:01:36","indexId":"wdrCA852","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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-85-2","title":"Water Resources Data for California, Water Year 1985. Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley","docAbstract":"Water resources data for the 1985 water year for California consists of records of stage, discharge, and water quality of streams; and stage and contents in lakes and reservoirs; and water levels and water quality in wells. Volume 2 contains discharge records for 133 gaging stations; stage and contents for 9 lakes and reservoirs; and water quality for 34 stations. Also included are 3 low-flow partial-record stations and 1 water-quality partial-record 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":"Reston, VA","doi":"10.3133/wdrCA852","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies","usgsCitation":"Anderson, S., Markham, K., Trujillo, L., Shelton, W., and Grillo, D., 1987, Water Resources Data for California, Water Year 1985. Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley (Legacy Report): U.S. Geological Survey Water Data Report CA-85-2, xi, 341 p., https://doi.org/10.3133/wdrCA852.","productDescription":"xi, 341 p.","costCenters":[{"id":631,"text":"Water Resources Division-California District","active":false,"usgs":true}],"links":[{"id":257703,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_85_2.jpg"},{"id":182101,"rank":0,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1985/ca-85/WDR-1985-vol2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Pacific Slope Basins;Arroyo Grande","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.4,32.5 ], [ -124.4,42 ], [ -114.13333333333334,42 ], [ -114.13333333333334,32.5 ], [ -124.4,32.5 ] ] ] } } ] }","edition":"Legacy Report","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd12f","contributors":{"authors":[{"text":"Anderson, S.","contributorId":45779,"corporation":false,"usgs":true,"family":"Anderson","given":"S.","affiliations":[],"preferred":false,"id":257344,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Markham, K.L.","contributorId":14041,"corporation":false,"usgs":true,"family":"Markham","given":"K.L.","email":"","affiliations":[],"preferred":false,"id":257342,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Trujillo, L.F.","contributorId":71959,"corporation":false,"usgs":true,"family":"Trujillo","given":"L.F.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":257346,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Shelton, W.F.","contributorId":48241,"corporation":false,"usgs":true,"family":"Shelton","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":257345,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Grillo, D.A.","contributorId":45727,"corporation":false,"usgs":true,"family":"Grillo","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":257343,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":48970,"text":"ofr86608 - 1987 - Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1984","interactions":[],"lastModifiedDate":"2017-06-14T11:22:15","indexId":"ofr86608","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-608","title":"Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1984","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in the Austin and Houston areas, and have been completed in the Dallas-Fort Worth and San Antonio areas.</p>\n<p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volumes;</li>\n<li>To determine the effect of urban development on flood peaks and volumes; and</li>\n<li>To ascertain the variation in water quality for different flow conditions and different seasons.</li>\n</ol>\n<p>This report, the twenty-first and last scheduled in a series of reports published annually, is primarily applicable to objective 2. The report presents hydrologic data collected in the Houston urban area for the 1984 water year (October 1, 1983 to September 30, 1984).</p>\n<p>A report by Johnson and Sayre (1973) utilized records collected from 1965 to 1969 to study the effects of urbanization on floods in the Houston area. That report also summarized various basin parameters. A report by Waddell, Massey, and Jennings (1979) presented data on runoff from the Houston area and computed concentrations and loads of selected water-quality constituents discharged to Galveston Bay. The study utilized a variation of the \"STORM\" model developed by the Hydrologic Engineering Center of the U.S. Army Corps of Engineers. A report prepared by Liscum and Massey (1980) presented a technique for estimating the magnitude and frequency of floods in the Houston area from drainage areas, bank-full conveyance, and percentage of urban development.</p>\n<p>A definition of terms related to streamflow, water quality, and other hydrologic data, as used in this report, are defined in \"U.S. Geological Survey, Water-resources data for Texas, water year 1984, volume 2.\"</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr86608","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., Bruchmiller, J., Brown, D.W., and Paul, E., 1987, Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1984: U.S. Geological Survey Open-File Report 86-608, viii, 127 p., https://doi.org/10.3133/ofr86608.","productDescription":"viii, 127 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":85855,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0608/report.pdf","text":"Report","size":"2.18 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":161773,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0608/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.36819458007811,\n              30.039377605001338\n            ],\n            [\n              -95.42587280273438,\n              30.039377605001338\n            ],\n            [\n              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-95.14572143554688,\n              29.997759725578906\n            ],\n            [\n              -95.185546875,\n              30.01916538794235\n            ],\n            [\n              -95.2294921875,\n              30.02511058549258\n            ],\n            [\n              -95.2789306640625,\n              30.029866486852946\n            ],\n            [\n              -95.33660888671875,\n              30.032244351965684\n            ],\n            [\n              -95.36819458007811,\n              30.039377605001338\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607bcc","contributors":{"authors":[{"text":"Liscum, Fred","contributorId":95463,"corporation":false,"usgs":true,"family":"Liscum","given":"Fred","email":"","affiliations":[],"preferred":false,"id":238744,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bruchmiller, J.P.","contributorId":102490,"corporation":false,"usgs":true,"family":"Bruchmiller","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":238745,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, D. W.","contributorId":63370,"corporation":false,"usgs":true,"family":"Brown","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":238742,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Paul, E.M.","contributorId":65089,"corporation":false,"usgs":true,"family":"Paul","given":"E.M.","email":"","affiliations":[],"preferred":false,"id":238743,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70121408,"text":"70121408 - 1987 - Modeling potential impacts of the Garrison Diversion Unit project on Sand Lake and Arrowwood National Wildlife Refuges: a feasibility analysis","interactions":[],"lastModifiedDate":"2014-08-21T14:14:19","indexId":"70121408","displayToPublicDate":"1987-07-01T13:56:03","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"seriesNumber":"NEC-87/17","title":"Modeling potential impacts of the Garrison Diversion Unit project on Sand Lake and Arrowwood National Wildlife Refuges: a feasibility analysis","docAbstract":"<p>The Garrison Diversion Unit (GDU) of the Pick-Sloan Missouri Basin program was authorized in 1965, with the purpose of diverting Missouri River water to the James River for irrigation, municipal and industrial water supply, fish and wildlife habitat, recreation, and flood control. The project was reauthorized in 1986, with the specification that comprehensive studies be conducted to address a variety of issues. One of these ongoing studies addresses potential impacts of GDU construction and operation on lands of the National Wildlife Refuge (NWR) system, including Arrowwood and Sand Lake Refuges (the Refuges) on the James River. A number of concerns at these Refuges have been identified; the primary concerns addressed in this report include increased winter return flows, which would limit control of rough fish; increased turbidity during project construction, which would decrease production of sago pondweed; and increased water level fluctuations in the late spring and early summer, which would destroy the nests of some over-water nesting birds.</p>\n<br/>\n<p>The facilitated workshop described in this report was conducted February 18-20, 1987, under the joint sponsorship of the U.S. Bureau of Reclamation, the U.S. Fish and Wildlife Service, and the North Dakota Game and Fish Department. The primary objectives of the workshop were to evaluate the feasibility of using simulation modeling techniques to estimate GDU impacts on Arrowwood and Sand Lake Refuges and to suggest enhancements to the James River Refuge monitoring program. The workshop was structured around the formulation of four submodels: a Hydrology and Water Quality submodel to simulate changes in Refuge pool elevations, turnover rates, and water quality parameters (e.g., total dissolved solids, turbidity, dissolved oxygen, nutrients, water temperature, pesticides) due to GDU construction and operation; a Vegetation submodel to simulate concomitant changes in wetland communities (e.g., sago pondweed, wet meadows, deep and shallow marsh); a Fish submodel to estimate changes in abundance or biomass of rough fish (carp, buffalo) and sportfish (northern pike); and a Wildlife submodel to calculate indices of waterfowl abundance or habitat suitability (e.g., for mallards, western grebes, migrating diving ducks, white-faced ibis, egrets, over-water nesters).  Submodels considered weekly to monthly changes in pools within a Refuge over a time horizon of 30-50 years.</p>\n<br/>\n<p>Based on workshop discussions and past experience with impact analysis modeling, a phased modeling approach was recommended for the James River Refuges analysis.  The first phase would involve two modeling efforts.  The existing Sand Lake hydrology model, and a similar one developed for Arrowwood NWR, would be validated and used to predict changes on pool elevations and winter inflows to each pool for a variety of GDU alternatives.  Outputs from simulations would then be evaluated in terms of potential fish and wildlife impacts.  For example, the models could generate indices comparing the magnitude and timing of winter inflows for pre- and postproject conditions; fisheries biologists could then use these indices to better quantify their concerns relative to potential changes in the frequency of rough-fish control.  The other modeling effort in the first phase would involve developing a sago pondweed growth model to integrate Refuge monitoring data and existing literature and perhaps to address some questions concerning turbidity impacts.  A second phase of simulation modeling would be undertaken only if the initial analyses of hydrologic outputs indicated significant potential problems and if monitoring and research projects had clarified some of the biological and physical processes that cannot be modeled reliably at the present time (e.g., resuspension of sediments by carp, immigration and winter mortality of fish, loss of waterfowl nests due to wave action).  The second phase would attempt to develop an integrated impact assessment model.</p>\n<br/>\n<p>In order to address some of the biological and physical processes that presently are not well understood, a number of studies and enhancements to the Refuge monitoring program were suggested.  The Hydrology and Water Quality workgroup recommended increasing turbidity and dissolved oxygen sampling, dropping expensive analysis of some trace elements, adding more pesticide analysis (including some biological monitoring), and developing better area-capacity data for the Sand Lake hydrology model.  The Vegetation workgroup suggested expanding the number of monitoring stations, monitoring photosynthetically active radiation by depth, and modifying the biomass sampling procedure and schedule.  Also suggested were additional analyses of existing Refuge monitoring data and additional field studies concerning sago growth under a variety of environmental conditions and effects of rough fish density on sago.  A careful examination of Refuge narrative reports was recommended by the Fish workgroup to characterize conditions that led to various rates of winter-kill.  Monitoring enhancement related to a better understanding of fish population dynamics included increasing dissolved oxygen monitoring, continuing present monitoring of fish movement upstream from Jamestown Reservoir into Arrowwood NWR, initiating similar efforts for upstream movement into Sand Lake NWR and downstream movements into both Refuges, and augmenting the present gillnetting program (or replacing it) with sampling for population and age/size structure estimates.  The Wildlife workgroup suggested estimating the relative density of mallard nests in over-water and wet meadow nesting areas, estimating the number of western grebe nests lost due to wave action, delineating wet meadows on the Refuge vegetation maps, estimating annual tuber consumption by birds, and monitoring insect/macroinvertebrate abundance.  The workgroup also suggested research studies to better understand the relationships between food supplies and the growth and survival of ducklings and young grebes.</p>\n<br/>\n<p>the workshop discussions also helped identify some suggestions for modifying project features that, if feasible from an engineering and operational standpoint, would reduce impacts on Refuge lands.  These suggestions included: designing drains with control structures or small \"reregulation\" reservoirs to hold winter return flows that might adversely affect rough fish control, spreading construction activities over a number of years to reduce potential impacts of turbidity on sago pondweed in any single year, scheduling construction to occur after the spring sprouting and elongation growth stages to reduce impacts on sago pondweed, and installing \"quick acting\" control structures at Arrowwood NWR to reduce pool level fluctuations that might destroy nests of some over-water nesting waterfowl.</p>","language":"English","publisher":"U.S. Fish and Wildlife Service, National Ecology Center","publisherLocation":"Fort Collins, CO","usgsCitation":"Hamilton, D.B., Auble, G.T., Farmer, A.H., and Roelle, J.E., 1987, Modeling potential impacts of the Garrison Diversion Unit project on Sand Lake and Arrowwood National Wildlife Refuges: a feasibility analysis, 79 p.","productDescription":"79 p.","numberOfPages":"79","costCenters":[],"links":[{"id":292796,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53f707dfe4b05ec1f2431c03","contributors":{"authors":[{"text":"Hamilton, David B. hamiltond@usgs.gov","contributorId":193,"corporation":false,"usgs":true,"family":"Hamilton","given":"David","email":"hamiltond@usgs.gov","middleInitial":"B.","affiliations":[],"preferred":true,"id":499052,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Auble, Gregor T. 0000-0002-0843-2751 aubleg@usgs.gov","orcid":"https://orcid.org/0000-0002-0843-2751","contributorId":2187,"corporation":false,"usgs":true,"family":"Auble","given":"Gregor","email":"aubleg@usgs.gov","middleInitial":"T.","affiliations":[{"id":291,"text":"Fort Collins Science Center","active":true,"usgs":true}],"preferred":true,"id":499053,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Farmer, Adrian H.","contributorId":107759,"corporation":false,"usgs":true,"family":"Farmer","given":"Adrian","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":499055,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Roelle, James E. roelleb@usgs.gov","contributorId":2330,"corporation":false,"usgs":true,"family":"Roelle","given":"James","email":"roelleb@usgs.gov","middleInitial":"E.","affiliations":[{"id":291,"text":"Fort Collins Science Center","active":true,"usgs":true}],"preferred":true,"id":499054,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":44418,"text":"wri864352 - 1987 - Ground-water levels in the lower Paleozoic and Precambrian crystalline rocks, southeastern Chester County, Pennsylvania, July and August 1986","interactions":[],"lastModifiedDate":"2023-03-24T18:47:23.105322","indexId":"wri864352","displayToPublicDate":"1987-01-01T00:00:00","publicationYear":"1987","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":"86-4352","title":"Ground-water levels in the lower Paleozoic and Precambrian crystalline rocks, southeastern Chester County, Pennsylvania, July and August 1986","docAbstract":"<p>A water table contour map of the lower Paleozoic and Precambrian crystalline rocks of southeastern Chester County, Pennsylvania was constructed on the basis of water levels measured in 261 wells in July and August 1986, elevations of 11 springs that were flowing in July and August 1986, and water levels measured in 15 wells. Pre-1986 measurements were incorporated on the map to provide control in areas where more-recent data were not available. The area of crystalline rocks underlies Thornbury, Westtown, East Goshen, and West Goshen Townships, parts of East Whiteland and West Whiteland Townships; and West Chester Borough. Water table altitudes under natural conditions range from 544 ft. above National Geodetic Vertical Datum of 1929 (NGVD of 1929) near Immaculata College to 234 ft. above NGVD of 1929 near Cheyney College.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864352","usgsCitation":"Garges, J.A., 1987, Ground-water levels in the lower Paleozoic and Precambrian crystalline rocks, southeastern Chester County, Pennsylvania, July and August 1986: U.S. Geological Survey Water-Resources Investigations Report 86-4352, 1 Plate: 30.30 x 30.41 inches, https://doi.org/10.3133/wri864352.","productDescription":"1 Plate: 30.30 x 30.41 inches","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":173111,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":414719,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36663.htm","linkFileType":{"id":5,"text":"html"}},{"id":81716,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4352/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","county":"Chester County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -75.5,\n              40.042\n            ],\n            [\n              -75.667,\n              40.042\n            ],\n            [\n              -75.667,\n              39.9\n            ],\n            [\n              -75.5,\n              39.9\n            ],\n            [\n              -75.5,\n              40.042\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b09e4b07f02db69bfee","contributors":{"authors":[{"text":"Garges, John A.","contributorId":74428,"corporation":false,"usgs":true,"family":"Garges","given":"John","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":229731,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70038342,"text":"70038342 - 1986 - Water resources inventory of Connecticut Part 9: Farmington River basin","interactions":[],"lastModifiedDate":"2015-11-30T10:06:57","indexId":"70038342","displayToPublicDate":"2012-05-01T10:47:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":108,"text":"Connecticut Water Resources Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"29","title":"Water resources inventory of Connecticut Part 9: Farmington River basin","docAbstract":"<p>The Farmington River basin covers 435 square miles in north-central Connecticut upstream from Tariffville and downstream of the Massachusetts state line. Most water in the basin is derived from precipitation, which averages 48 inches (366 billion gallons) per year. An additional 67 billion gallons of water per year enters the basin from Massachusetts in the West Branch of the Farmington River, Hubbard River, Valley Brook and some smaller streams. Of the total 433 billion gallons, 174 billion gallons returns to the atmosphere through evaporation and transpiration. 239 billion gallons flows out of the study area in the Farmington River at Tariffville, and 20 billion gallons is diverted for Hartford water supply. Variations in streamflow at 23 continuous-record gaging stations are summarized in standardized graphs and tables that can be used to estimate streamflow characteristics at other sites. For example, mean flow and low-flow characteristics such as the 7-day annual minimum flow for 2-year and 10-year recurrence intervals, have been determined for many partial-record stations from the data for the 23 continuous-record stations. Of the 31 principal lakes, ponds, and reservoirs in the basin, eight have usable storage capacities of more than 1 billion gallons. Two of the largest, Colebrook River Lake and Barkhamsted Reservoir, have more than 30 billion gallons usable storage. Floods have occurred in the area in every month of the year. The greatest known flood on the Farmington River was in August 1955, which had a peak flow of 140,000 cubic feet per second at Collinsville. Since then, three major floodcontrol reservoirs have been constructed to reduce the hazards of high streamflow. The major aquifers underlying the basin are composed of unconsolidated materials (stratified drift and till) and bedrock (sedimentary, igneous, and metamorphic). Stratified drift overlies till and bedrock in valleys and lowlands; it averages about 90 feet in thickness, and is capable of large sustained yields of water to individual wells. Based on hydrologic characteristics and available recharge, sixteen stratified-drift areas are selected as the most favorable for large-scale development. Potential yields can be estimated by several methods. Small water supplies can be obtained from all aquifers. Wells in bedrock yield at least one to two gallons per minute at most sites. The probability of adequate yields for domestic supply is greater from sedimentary than from crystalline bedrock and is also greater from stratified-drift overburden than from till. The quality of water from all sources in the basin is good except where adversely affected by swamp drainage, aquifer composition or human activities. The water is generally low in dissolved-solids concentration and is soft to moderately hard. Surface water is less mineralized than ground water, especially during high-flow conditions when it is primarily direct runoff. Samples of water collected from 20 streams during high flow had 34 mg/L median dissolved-solids concentration and 16 mg/L median hardness. Samples collected from the same sites at low flow had 52 mg/L median dissolved solids and 28 mg/L median hardness. In contrast, water from wells had 112 mg/L median dissolved-solids concentration and 60 mg/L median hardness. Iron and manganese occur in objectionable concentrations ~n a few parts of the basin where streams drain swamps and aquifers are rich in iron- and manganese-bearing minerals. Five percent of streams at high flow, 21 percent at low flow, and 7 percent of ground-water samples contained iron in sufficient concentration to cause stains on plumbing fixtures and laundry. Human activities have modified the quality of water in parts of the basin. The high bacterial content of the Pequabuck River. and the high nitrate and chloride concentrations in some ground-water samples, are evidence of man&rsquo;s influence. The quantity and quality of water in the basin&rsquo;s streams and aquifers are satisfactory for a wide variety of uses. and, with suitable treatment, may be used for most purposes. The total amount of water used by 21 principal public supplies within the basin was 29 billion gallons in 1970. About 70 percent of this was used for domestic and commercial purposes, and nearly 30 percent was used by industry. Analyses of water from these systems show good quality.</p>","language":"English","publisher":"Connecticut Department of Environmental Protection","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the Connecticut Department of Environmental Protection","usgsCitation":"Handman, E.H., Haeni, F.P., and Thomas, M.P., 1986, Water resources inventory of Connecticut Part 9: Farmington River basin: Connecticut Water Resources Bulletin 29, Report: viii, 91 p.; 4 Plates: 38.67 x 42.36 inches and smaller.","productDescription":"Report: viii, 91 p.; 4 Plates: 38.67 x 42.36 inches and smaller","numberOfPages":"101","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":286022,"rank":6,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70038342.jpg"},{"id":311385,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70038342/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":286018,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70038342/plate-a.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":286021,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70038342/plate-d.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":286019,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70038342/plate-b.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":286020,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70038342/plate-c.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","country":"United States","state":"Connecticut","otherGeospatial":"Farmington River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.30215454101562,\n              41.53839396783225\n            ],\n            [\n              -73.30215454101562,\n              42.04317376494972\n            ],\n            [\n              -72.68280029296875,\n              42.04317376494972\n            ],\n            [\n              -72.68280029296875,\n              41.53839396783225\n            ],\n            [\n              -73.30215454101562,\n              41.53839396783225\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bcb7fe4b08c986b32d69f","contributors":{"authors":[{"text":"Handman, Elinor H.","contributorId":31748,"corporation":false,"usgs":true,"family":"Handman","given":"Elinor","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":463911,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haeni, F. Peter","contributorId":41479,"corporation":false,"usgs":true,"family":"Haeni","given":"F.","email":"","middleInitial":"Peter","affiliations":[],"preferred":false,"id":463912,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thomas, Mendall P.","contributorId":104314,"corporation":false,"usgs":true,"family":"Thomas","given":"Mendall","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":463913,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":60626,"text":"mf1794 - 1986 - Map showing slope movements in the Oak Forest Quadrangle, Greene County, southwestern Pennsylvania","interactions":[],"lastModifiedDate":"2016-08-23T08:56:58","indexId":"mf1794","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1794","title":"Map showing slope movements in the Oak Forest Quadrangle, Greene County, southwestern Pennsylvania","docAbstract":"<p>This map is the first example in the eastern United States of a 1:24,000-scale 7.5&ndash; minute quadrangle map that identifies areas with slope&mdash;stability problems in detail. Such a map enables the user to make a rapid evaluation of the potential for mass movement. Furthermore, detailed slope movement inventory of this type can serve as a framework for statistical analyses of several factors that cause slope failures, such as the effects of bedrock lithology, soil and slope characteristics, and precipitation. Planners, engineers, soil scientists, geologists, and elected officials should find the map useful in the assessment of slope hazards and planning for future land use. Final evaluation of any site within the quadrangle should be based on an examination by a soils engineer or an engineering geologist.</p>\n<p>Field investigations in the springs of 1981 and 1982 and the fall of 1981 involved nearly 60 days of traverses. The foot traverses were supplemented by the interpretation of the land surface on vertical black-and-white aerial photography flown in January and February of 1973 at a scale of nearly 1:24,000. Earlier aerial photography flown in June and July 1939 at a scale of 1:20,000 and more recent but significantly smaller scale photography (1:80,000) flown in June 1977 supplied additional documentation. More than 1,200 active or recently active and 900 older slope movements were identified.</p>\n<p>The geologic map of the Oak Forest quadrangle (Roen, 1972) is one of several geologic maps at a scale of 1:24,000 in eastern and central Greene County. Stone (1932) wrote an earlier report of the geology and mineral resources of Greene County. A series of reconnaissance landslide maps at 1:24,000 scale based mainly on aerial photographic interpretation included Greene and adjacent counties (Hackman and Thomas, 1978).</p>\n<p>Selection of the Oak Forest quadrangle for a more comprehensive study of the slope movements was based on the existence of a recent geologic map (Roen, 1972), sizeable tracts of both forested and non-forested land, nearby precipitation record stations, a large number of pipelines which could offer pertinent data, and good accessibility of terrain from secondary roads. Finally, Hackman and Thomas (1978) showed that the area was representative of any quadrangle in the northern part of the Dunkard basin in its distribution and density of slope movements.</p>\n<p>The quadrangle is located about 65 km southwest of Pittsburgh, Penn. (fig. 1). Three distinct drainage systems (north, east, and south trending) are represented within the quadrangle (fig. 2).</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1794","usgsCitation":"Pomeroy, J.S., 1986, Map showing slope movements in the Oak Forest Quadrangle, Greene County, southwestern Pennsylvania: U.S. Geological Survey Miscellaneous Field Studies Map 1794, Plate: 47.33 x 41.52 inches, https://doi.org/10.3133/mf1794.","productDescription":"Plate: 47.33 x 41.52 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":326201,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1794.JPG"},{"id":327414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1794/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"0","country":"United States","state":"Pennsylvania","county":"Greene County","otherGeospatial":"Oak Forest Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -80.25,39.75 ], [ -80.25,39.8675 ], [ -80.11749999999999,39.8675 ], [ -80.11749999999999,39.75 ], [ -80.25,39.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2a7b","contributors":{"authors":[{"text":"Pomeroy, J. S.","contributorId":16807,"corporation":false,"usgs":true,"family":"Pomeroy","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":264094,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38545,"text":"pp1335 - 1986 - Observations of the eruptions of July 22 and August 7, 1980, at Mount St. Helens, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:10:32","indexId":"pp1335","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1335","title":"Observations of the eruptions of July 22 and August 7, 1980, at Mount St. Helens, Washington","docAbstract":"The explosive eruptions of July 22 and August 7, 1980, at Mount St. Helens, Wash., both included multiple eruptive pulses. The beginnings of three of the pulses-two on July 22 and one on August 7-were witnessed and photographed. Each of these three began with a fountain of gases and pyroclasts that collapsed around the vent and generated a pyroclastic density flow. Significant vertical-eruption columns developed only after the density flows were generated. This behavior is attributable to either an increase in the gas content of the eruption jet or a decrease in vent radius with time. An increase in the gas content may have occurred as the vent was cleared (by expulsion of a plug of pyroclasts) or as the eruption began to tap deeper, gas-rich magma after first expelling the upper, gas-depleted part of the magma body. An effective decrease of the vent radius with time may have occurred as the eruption originated from progressively deeper levels in the vent. All of these processes-vent clearing; tapping of deeper, gas-rich magma; and effective decrease in vent radius-probably operated to some extent. A 'relief-valve' mechanism is proposed here to account for the occurrence of multiple eruptive pulses. This mechanism requires that the conduit above the magma body be filled with a bed of pyroclasts, and that the vesiculation rate in the magma body be inadequate to sustain continuous eruption. During a repose interval, vesiculation of the magma body would cause gas to flow upward through the bed of pyroclasts. If the rate at which the magma produced gas exceeded the rate at which gas escaped to the atmosphere, the vertical pressure difference across the bed of pyroclastic debris would increase, as would the gas-flow rate. Eventually a gas-flow rate would be achieved that would suddenly diminish the ability of the bed to maintain a pressure difference between the magma body and the atmosphere. The bed of pyroclasts would then be expelled (that is, the relief valve would open) and an eruption would commence. During the eruption, gas would be lost faster than it could be replaced by vesiculation, so the gas-flow rate in the conduit would decrease. Eventually the gas-flow rate would decrease to a value that would be inadequate to expel pyroclasts, so the conduit would again become choked with pyroclasts (that is, the relief valve would close). Another period of repose would commence. The eruption/repose sequence would be repeated until gas-production rates were inadequate to reopen the valve, either because the depth of the pyroclast bed had become too great, the volatile content of the magma had become too low, or the magma had been expended. \r\n\r\nA timed sequence of photographs of a pyroclastic density flow on August 7 indicates that, in general, the velocity of the flow front was determined by the underlying topography. Observations and details of the velocity/topography relationship suggest that both pyroclastic flows and pyroclastic surges formed. The following mechanism is consistent with the data. During initial fountain collapse and when the flow passed over steep, irregular terrain, a highly inflated suspension of gases and pyroclasts formed. In this suspension, the pyroclasts underwent rapid differential settling according to size and density; a relatively low-concentration, fine-grained upper phase formed over a relatively high-concentration coarse-grained phase. The low-particle-concentration phase (the pyroclastic surge) was subject to lower internal friction than the basal high-concentration phase (the pyroclastic flow), and so accelerated away from it. The surge advanced until it had deposited so much of its solid fraction that its net density became less than that of the ambient air. At this point it rose convectively off the ground, quickly decelerated, and was overtaken by the pyroclastic flow. \r\n\r\nThe behavior of the flow of August 7 suggests that a pyroclastic density flow probably expands through the ingestion of ai","language":"ENGLISH","doi":"10.3133/pp1335","usgsCitation":"Hoblitt, R.P., 1986, Observations of the eruptions of July 22 and August 7, 1980, at Mount St. Helens, Washington: U.S. Geological Survey Professional Paper 1335, 44 p., https://doi.org/10.3133/pp1335.","productDescription":"44 p.","costCenters":[],"links":[{"id":123224,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1335/report-thumb.jpg"},{"id":65313,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1335/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db649283","contributors":{"authors":[{"text":"Hoblitt, Richard P. rhoblitt@usgs.gov","contributorId":1937,"corporation":false,"usgs":true,"family":"Hoblitt","given":"Richard","email":"rhoblitt@usgs.gov","middleInitial":"P.","affiliations":[{"id":157,"text":"Cascades Volcano Observatory","active":false,"usgs":true}],"preferred":false,"id":220032,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57554,"text":"wdrCA844 - 1986 - Water Resources Data for California, water year 1984. Volume 4. Northern Central Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line","interactions":[],"lastModifiedDate":"2012-06-23T01:01:39","indexId":"wdrCA844","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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-84-4","title":"Water Resources Data for California, water year 1984. Volume 4. Northern Central Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line","docAbstract":"Water resources data for the 1984 water year for California consists 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 152 gaging stations; stage and contents for 25 lakes and reservoirs; water precipitation data for 2 stations; water quality for 9 stations; water levels for 12 and water quality for 46 observation wells. Also included is one low-flow partialrecord station and 19 water-quality partial-record 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":"Reston, VA","doi":"10.3133/wdrCA844","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies","usgsCitation":"Fogelman, R.P., Mullen, J., Shelton, W., Simpson, R., and Grillo, D., 1986, Water Resources Data for California, water year 1984. 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-84-4, xiii, 277 p., https://doi.org/10.3133/wdrCA844.","productDescription":"xiii, 277 p.","temporalStart":"1983-10-01","temporalEnd":"1984-09-30","costCenters":[{"id":631,"text":"Water Resources Division-California District","active":false,"usgs":true}],"links":[{"id":257823,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_84_4.jpg"},{"id":182099,"rank":0,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1984/ca-84/WDR-1984-vol4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Northern Central Valley Basins;Great Basin;Honey Lake Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.4,32.5 ], [ -124.4,42 ], [ -114.13333333333334,42 ], [ -114.13333333333334,32.5 ], [ -124.4,32.5 ] ] ] } } ] }","edition":"Legacy Report","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd140","contributors":{"authors":[{"text":"Fogelman, R. P.","contributorId":96688,"corporation":false,"usgs":true,"family":"Fogelman","given":"R.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":257337,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mullen, J.R.","contributorId":92683,"corporation":false,"usgs":true,"family":"Mullen","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":257336,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shelton, W.F.","contributorId":48241,"corporation":false,"usgs":true,"family":"Shelton","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":257335,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Simpson, R.G.","contributorId":16016,"corporation":false,"usgs":true,"family":"Simpson","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":257333,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Grillo, D.A.","contributorId":45727,"corporation":false,"usgs":true,"family":"Grillo","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":257334,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":68224,"text":"ha691 - 1986 - Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon","interactions":[{"subject":{"id":43378,"text":"ofr84452 - 1984 - Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon","indexId":"ofr84452","publicationYear":"1984","noYear":false,"title":"Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":68224,"text":"ha691 - 1986 - Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon","indexId":"ha691","publicationYear":"1986","noYear":false,"title":"Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon"},"id":1}],"lastModifiedDate":"2013-11-12T15:07:25","indexId":"ha691","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"691","title":"Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon","docAbstract":"Prompted by the need for a current, accurate, and repeatable delineation of irrigated acreage on the Snake River Plain, the U.S. Geological Survey entered into a cooperative agreement with the Idaho Department of Water Resources Image Analysis Facility and the U.S. Bureau of Reclamation to delineate 1980 land use form Landsat data. Irrigated acreage data were needed as input to groundwater flow models developed by the U.S. Geological Survey in a study of the regional aquifer system underlying the Snake River Plain. Single-date digital multispectral scanner data analyzed to delineate land-use classes. Source of irrigation water (surface water, ground water, and combined) was determined from county maps of 1975 water-related land use, data from previous investigations, and field checking. Surface-water diversions for irrigation on the Snake River Plain began in the 1840's. With the stimulus of Federal aid authorized by the Desert Land Act, Carey Act, and Reclamation Act, irrigated area increased rapidly in the early 1900's. By 1929, 2.2 million acres were irrigated. Ground water became and important source of irrigation water after World War II. In 1980, about 3.1 million acres of the Snake River Plain were irrigate: 2.0 million acres with surface water, 1.0 million with ground water, and 0.1 million with combined surface and ground water. About 5.2 million acres (half of the plain) are undeveloped rangeland, 1.0 million acres (one-tenth) are classified as barren. The remaining land is a mixture of dryland agriculture, water bodies, wetland, forests, and urban areas.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha691","usgsCitation":"Lindholm, G.F., and Goodell, S.A., 1986, Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon: U.S. Geological Survey Hydrologic Atlas 691, 1 Plate: 43.90 x 33.00 inches, https://doi.org/10.3133/ha691.","productDescription":"1 Plate: 43.90 x 33.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":187949,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89581,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/691/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Idaho;Oregon","otherGeospatial":"Snake River Plain","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.25,42.0 ], [ -117.25,44.5 ], [ -111.5,44.5 ], [ -111.5,42.0 ], [ -117.25,42.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667289","contributors":{"authors":[{"text":"Lindholm, Gerald F.","contributorId":18374,"corporation":false,"usgs":true,"family":"Lindholm","given":"Gerald","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":277869,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goodell, S. A.","contributorId":38168,"corporation":false,"usgs":true,"family":"Goodell","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":277870,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":47701,"text":"wri854242 - 1986 - Hydrology of Hunters Lake, Hernando County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:23","indexId":"wri854242","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4242","title":"Hydrology of Hunters Lake, Hernando County, Florida","docAbstract":"The size and shape of Hunters Lake, Florida has been significantly altered by development of the surrounding Spring Hill residential community. The lake is the largest in Hernando County, enlarged by lakeshore excavation and connection to nearby ponds to an area of 360 acres at an average stage of 17.2 ft above sea level. Hunters Lake is naturally a closed lake, but development of Spring Hill has resulted in a surface water outflow from the lake in its southwest corner. Inflow to the lake could occur on the east side during extreme high-water periods. The karst terrain of the Hunters Lake area is internally drained through permeable soils, depressions, and sinkholes, and natural surface drainage is absent. The underlying Floridan aquifer system is unconfined except locally near coastal springs. Flow in the groundwater system is to the west regionally and to the southwest in the immediate area of Hunters Lake. Water level gradients in the groundwater system increase from 1.4 ft/mi east of the lake to about 8 ft/mi southwest of the lake. Hunters Lake is hydraulically connected to the groundwater system, receiving groundwater on the northeast side and losing water to the groundwater system on the southwest side. This close relationship with the groundwater system is demonstrated by graphical and numerical comparison of Hunters Lake stage with water levels in nearby groundwater sites. During 1965-84, the stage of Hunters Lake fluctuated between 12.48 and 20.7 ft above sea level. Because area lakes are all directly affected by groundwater levels, they also show a close relationship with water levels in Hunters Lake. Analysis of water quality data for Hunters Lake indicates that the water of the lake is a soft calcium bicarbonate type with ionic concentrations higher than in water from nearby shallow wells and lower than in water from the Upper Floridan aquifer. Samples collected in 1981-1983 indicate slightly higher levels of ionic concentration than in 1965-66. Distribution of specific conductance readings throughout the lake and water samples and specific conductance from upgradient sites indicates an inflow of more mineralized water into the northern part of the lake. Concentrations of nutrients, carbon, and phytoplankton in Hunters Lake are typical of lakes in this area of west-central Florida. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri854242","usgsCitation":"Henderson, S., 1986, Hydrology of Hunters Lake, Hernando County, Florida: U.S. Geological Survey Water-Resources Investigations Report 85-4242, 1 map : col. ; 34 x 59 cm., on sheet 79 x 118 cm., folded in envelope 31 x 23 cm. , https://doi.org/10.3133/wri854242.","productDescription":"1 map : col. ; 34 x 59 cm., on sheet 79 x 118 cm., folded in envelope 31 x 23 cm. ","costCenters":[],"links":[{"id":260400,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4242/report.pdf"},{"id":260401,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4242/report-thumb.jpg"},{"id":258734,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4242/plate-1.pdf","size":"15172","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604985","contributors":{"authors":[{"text":"Henderson, S.E.","contributorId":70806,"corporation":false,"usgs":true,"family":"Henderson","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":236039,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":60925,"text":"mf1862 - 1986 - Preliminary map showing the thickness of glacial deposits in Ohio","interactions":[],"lastModifiedDate":"2016-08-23T09:34:33","indexId":"mf1862","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1862","title":"Preliminary map showing the thickness of glacial deposits in Ohio","docAbstract":"<p>This map was compiled as part of a U.S. Geological Survey project to portray the character and thickness of glacial deposits east of the Rocky Mountains. It is a preliminary map, compiled at a scale of 1:250,000 from sources of differing type and quality (fig. I, table 1). County drift-thickness maps produced by the Ohio Geological Survey are the most reliable source of data used. These county maps, either published or in manuscript form, were available for 36 of the 72 counties that contain glacial or glacially related deposits more than 50 ft thick. An earlier, reconnaissance drift-thickness map of northwestern Ohio (Ohio Department of Natural Resources, 1960) provided data for parts of 12 additional counties. Published maps of bedrock topography were utilized for 9 counties and for parts of 6 counties. The computation of drift thickness in these counties is less reliable then the drift-thickness maps published by the Ohio Geological Survey because the bedrock topography maps, most of which are at least 20 years old, were compiled from a more limited set of data. In the remaining counties, only well-log data were available. Drift-thickness data in these counties are the least reliable; the determination of thickness trends was commonly guided by the configuration of preglacial drainage channels (as drawn by Stout and others, 1943) and by topography.</p>\n<p>Throughout the glaciated areas of Ohio, and especially near the glacial margin, a network of drainage channels is buried by glacial drift. Some of these channels arc of a preglacial age while others were formed during interglacial periods; some were cut into the bedrock by rivers&mdash; either preglacial rivers or meltwater streams flowing along the glacial margin&mdash;while others, such as the lower Cuyahoga River valley, may have been overdeepened by the erosive power of glacial ice. The thickest deposits of drift in the state occur in the lower Cuyahoga River valley near Lake Erie, and above the buried valley in west-central Ohio that has been historically considered a part of the Teays Valley. The thickest drift reliably measured in Ohio to date is 602 ft in a drill hole near Cleveland.</p>\n<p>In contrast to the extreme variations in drift thickness encountered in the vicinity of buried channels, drift on the upland arcus is generally thinner and the variations in thickness are much less pronounced. Worthy of note, however, are three large areas where the drift sheet is relatively thick. In northwestern Ohio, a large volume of drift was deposited along the flanks of the Erie ice lobe (fig. 2) near the interlobate position with the Saginaw lobe to the northwest; drift thickness there exceeds 200 ft. Thick drift was also deposited in a roughly cast-west band across the Miami lobe. The mechanism that produced this band of thick drift is not obvious, but it may have been influenced in part by bedrock topography. Bedrock control of drift thickness is more clearly indicated to the cast of Columbus, along the eastern flank of the Scioto lobe, where ice slow was resisted by rocks of the Allegheny plateau. The edge of the plateau, or the Allegheny escarpment, is obscured by glacial deposits but its likely position (Fenneman, 1938; Stout and others, 1913; Dove, 1960; and Root and others, 1961) is shown on the map. Southward from the ice margin's reentrant position in southern Richland County, ice flowing eastward from the Scioto lobe encountered the topographically higher plateau, which constrained the ice and caused drift to accumulate in significant thicknesses just to the west of the escarpment.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1862","usgsCitation":"Soller, D.R., 1986, Preliminary map showing the thickness of glacial deposits in Ohio: U.S. Geological Survey Miscellaneous Field Studies Map 1862, Plate: 45.55 x 37.23 inches, https://doi.org/10.3133/mf1862.","productDescription":"Plate: 45.55 x 37.23 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":326125,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1862.JPG"},{"id":327510,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1862/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"0","country":"United States","state":"Ohio","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -85,38 ], [ -85,42 ], [ -81,42 ], [ -81,38 ], [ -85,38 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cf03","contributors":{"authors":[{"text":"Soller, D. 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,{"id":55694,"text":"wdrMI851 - 1986 - Water resources data for Michigan, water year 1985","interactions":[],"lastModifiedDate":"2017-08-10T14:42:09","indexId":"wdrMI851","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"MI-85-1","title":"Water resources data for Michigan, water year 1985","docAbstract":"<p>Water resources data for the 1985 water year for Michigan consist of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water temperature of ground water. This report contains discharge records for 135 gaging stations; stage only records for 1 gaging station; stage and contents for 5 lakes and reservoirs; water-quality records for 52 gaging stations; water-level records for 53 observation wells; and water-temperature records for 6 observation wells. Also included are 52 crest-stage partial-record stations and 30 low-flow partial-record stations. Additional water data were collected at various sites not involved in the systematic data-collection program. Miscellaneous data were collected at 41 measuring sites and 1 water-quality sampling site. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State, Local, and Federal agencies in Michigan.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMI851","usgsCitation":"Miller, J.B., Oberg, J., and Failing, J., 1986, Water resources data for Michigan, water year 1985: U.S. Geological Survey Water Data Report MI-85-1, ix, 297 p., https://doi.org/10.3133/wdrMI851.","productDescription":"ix, 297 p.","numberOfPages":"312","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":181913,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1985/mi-85-1/report-thumb.jpg"},{"id":344733,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1985/mi-85-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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B.","contributorId":70423,"corporation":false,"usgs":true,"family":"Miller","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":254028,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oberg, J.L.","contributorId":54669,"corporation":false,"usgs":true,"family":"Oberg","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":254027,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Failing, J.C.","contributorId":76822,"corporation":false,"usgs":true,"family":"Failing","given":"J.C.","affiliations":[],"preferred":false,"id":254029,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":15708,"text":"ofr85691 - 1986 - Operating manual for the digital data-collection system for flow-control structures","interactions":[],"lastModifiedDate":"2012-02-02T00:07:07","indexId":"ofr85691","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-691","title":"Operating manual for the digital data-collection system for flow-control structures","docAbstract":"This manual was written to help the user operate and maintain the digital data collection system for flow control structures. The system is used to measure daily discharge through river control dams. These dams commonly have tainter gates which are raised and lowered to keep the upper pool level relatively constant as the river flow changes. In order to measure the flow through such a structure, the positions of the tainter gates and the headwater and tailwater elevations must be known. From these data, the flow through the structure can be calculated. A typical digital data collection system is shown. Digitizing devices are mounted on the hoisting mechanism of each gate, as well as at the headwater and tailwater gages. Data from these digitizers are then routed by electrical cables to a central console where they are displayed and recorded on paper tape. If the dam has locks, a pressure-sensitive switch located in the lock activates a counter in the console which keeps track of the number of times the lock is drained and filled. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85691","usgsCitation":"Rorabaugh, J., and Rapp, W., 1986, Operating manual for the digital data-collection system for flow-control structures: U.S. Geological Survey Open-File Report 85-691, iv, 39 p. :ill. ;28 cm., https://doi.org/10.3133/ofr85691.","productDescription":"iv, 39 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":148439,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0691/report-thumb.jpg"},{"id":44702,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0691/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af2e4b07f02db6918e6","contributors":{"authors":[{"text":"Rorabaugh, J.I.","contributorId":36574,"corporation":false,"usgs":true,"family":"Rorabaugh","given":"J.I.","email":"","affiliations":[],"preferred":false,"id":171582,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rapp, W.L.","contributorId":107708,"corporation":false,"usgs":true,"family":"Rapp","given":"W.L.","email":"","affiliations":[],"preferred":false,"id":171583,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12813,"text":"ofr86144 - 1986 - Hydrologic reconnaissance and summary of existing data on surface and ground-water resources in the Missouri River valley in Woodbury and Monona counties, Iowa, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:06:53","indexId":"ofr86144","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-144","title":"Hydrologic reconnaissance and summary of existing data on surface and ground-water resources in the Missouri River valley in Woodbury and Monona counties, Iowa, 1985","docAbstract":"A hydrologic reconnaissance of the Missouri River valley in western Iowa was begun in 1985. The study area is about 400 sq mi of Missouri River flood plain used mainly for agricultural purposes and is located mostly in parts of Woodbury and Monona Counties, Iowa. The reconnaissance was conducted to determine the extent of hydrologic information available for the study area and to determine if the existing data base is sufficient to support an interpretive investigation to quantify the groundwater/surface water relationships in the area. Extensive information concerning the surface water resources of the area, particularly the Missouri River, is available. Very little information concerning the geometry, hydraulic characteristics and groundwater flow relationships in the alluvial aquifer is available. Information needs to be collected to create an adequate data base for future simulation of groundwater flow and to calibrate any estimates of flow. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86144","usgsCitation":"Buchmiller, R., 1986, Hydrologic reconnaissance and summary of existing data on surface and ground-water resources in the Missouri River valley in Woodbury and Monona counties, Iowa, 1985: U.S. Geological Survey Open-File Report 86-144, iv, 21 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86144.","productDescription":"iv, 21 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":147407,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0144/report-thumb.jpg"},{"id":41229,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0144/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605675","contributors":{"authors":[{"text":"Buchmiller, R.C.","contributorId":59458,"corporation":false,"usgs":true,"family":"Buchmiller","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":166759,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30615,"text":"wri864043 - 1986 - Biological, morphological, and chemical characteristics of Wailuku River, Hawaii","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri864043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4043","title":"Biological, morphological, and chemical characteristics of Wailuku River, Hawaii","docAbstract":"Biological, morphological, and chemical data on Wailuku River were collected to assess its water quality characteristics. Biological measurements included evaluation of benthic invertebrates, periphyton, phytoplankton and coliform bacteria. Morphological measurements consisted of channel surveys and particle size determination of bed materials. Chemical quality measurements, made monthly at two sampling stations, included water temperature, pH, specific conductance, dissolved solids concentration, turbidity, dissolved oxygen, nitrogen, phosphorus , and minor elements. Biological and chemical data indicated relatively clean water compared to similar streams in conterminous United States. The number and types of benthic organisms are low in Wailuku River. This is due mainly to channel gradient and flow velocities rather than to chemical toxicity. Periphyton data also indicate unpolluted water of low to moderate primary productivity. Diatoms are the dominant organisms observed in the periphyton samples. Coliform bacteria densities are typical of mountain streams in Hawaii that are essentially unaffected by human activities. The streambed is formed of lava flows from Mauna Loa volcano, and the stream channel is characterized by a series of plunge pools and waterfalls. The longitudinal slope ranges from 5% at midreaches to 8% at the headwater regions. There is no broad flood plain at the mouth of the stream. The stream channel is generally a narrow steep-sided trapezoid with an irregular base. Streambanks are composed of fine to very coarse-grained material. Channel depth increases from 6 ft at the headwaters to 40 ft at Hilo. The width also increases from 60 ft at the highest study site to 220 ft at the Hilo site near the mouth of the river. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864043","usgsCitation":"Yee, J., and Ewart, C., 1986, Biological, morphological, and chemical characteristics of Wailuku River, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 86-4043, vii, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864043.","productDescription":"vii, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4043/report-thumb.jpg"},{"id":59382,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a48e4b07f02db623593","contributors":{"authors":[{"text":"Yee, J.J.","contributorId":59849,"corporation":false,"usgs":true,"family":"Yee","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":203544,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ewart, C.J.","contributorId":76339,"corporation":false,"usgs":true,"family":"Ewart","given":"C.J.","email":"","affiliations":[],"preferred":false,"id":203545,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27869,"text":"wri844167 - 1986 - Traveltime and dispersion of a soluble dye in the South Branch Potomac River, Petersburg to Green Spring, West Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri844167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4167","title":"Traveltime and dispersion of a soluble dye in the South Branch Potomac River, Petersburg to Green Spring, West Virginia","docAbstract":"Traveltime studies, using rhodamine dyes, were made in 1970 and 1982 on the South Branch Potomac River from Petersburg, West Virginia, to the confluence with the North Branch Potomac River at Green Spring, West Virginia. Flow duration at the time of the studies was approximately 32% in November 1970 and 95% in September 1982. Two studies, at discharges of 110 and 1,230 cu ft/sec, were used to define traveltime-distance relationships. A contaminant takes 386 hours to travel 69 miles from Petersburg, West Virginia, to the mouth of the river when streamflow is 110 cu ft/sec. The contaminant would, however, take only 89 hours when streamflow is 1,230 cu ft/sec. The traveltime data were interpolated and extrapolated for selected discharges from 70 to 1,500 cu ft/sec at the index gage near Springfield, West Virginia. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844167","usgsCitation":"Jack, A.R., 1986, Traveltime and dispersion of a soluble dye in the South Branch Potomac River, Petersburg to Green Spring, West Virginia: U.S. Geological Survey Water-Resources Investigations Report 84-4167, iv, 14 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844167.","productDescription":"iv, 14 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158823,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4167/report-thumb.jpg"},{"id":56692,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4167/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697def","contributors":{"authors":[{"text":"Jack, A. R.","contributorId":48597,"corporation":false,"usgs":true,"family":"Jack","given":"A.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198816,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29705,"text":"wri854072 - 1986 - Cost effectiveness of the stream-gaging program in Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri854072","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4072","title":"Cost effectiveness of the stream-gaging program in Ohio","docAbstract":"This report documents the results of the cost effectiveness of the stream-gaging program in Ohio. Data uses and funding sources were identified for 107 continuous stream gages currently being operated by the U.S. Geological Survey in Ohio with a budget of $682,000; this budget includes field work for other projects and excludes stations jointly operated with the Miami Conservancy District. No stream gage were identified as having insufficient reason to continue their operation; nor were any station identified as having uses specifically only for short-term studies. All 107 station should be maintained in the program for the foreseeable future.\r\n\r\nThe average standard error of estimation of stream flow records is 29.2 percent at its present level of funding. A minimum budget of $679,000 is required to operate the 107-gage program; a budget less than this does no permit proper service and maintenance of the gages and recorders. At the minimum budget, the average standard error is 31.1 percent The maximum budget analyzed was $1,282,000, which resulted in an average standard error of 11.1 percent.\r\n\r\nA need for additional gages has been identified by the other agencies that cooperate in the program. It is suggested that these gage be installed as funds can be made available.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854072","usgsCitation":"Shindel, H., and Bartlett, W., 1986, Cost effectiveness of the stream-gaging program in Ohio: U.S. Geological Survey Water-Resources Investigations Report 85-4072, v, 109 :ill.,maps ;28 cm., https://doi.org/10.3133/wri854072.","productDescription":"v, 109 :ill.,maps ;28 cm.","costCenters":[],"links":[{"id":119452,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4072/report-thumb.jpg"},{"id":58523,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683f7b","contributors":{"authors":[{"text":"Shindel, H.L.","contributorId":17652,"corporation":false,"usgs":true,"family":"Shindel","given":"H.L.","affiliations":[],"preferred":false,"id":201980,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bartlett, W.P.","contributorId":76780,"corporation":false,"usgs":true,"family":"Bartlett","given":"W.P.","affiliations":[],"preferred":false,"id":201981,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27002,"text":"wri854171 - 1986 - Water-quality appraisal of NASQAN stations below impoundments, eastern Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri854171","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4171","title":"Water-quality appraisal of NASQAN stations below impoundments, eastern Tennessee","docAbstract":"The National Stream Quality Accounting Network (NASQAN) is a network of stations at which systematic and continuing water quality data are collected. Major objectives of this U.S. Geological Survey program are: (1) to depict areal variability of streamflow and water quality conditions nationwide on a year-by-year basis and (2) to detect long-term changes in streamflow and stream quality. Several NASQAN stations in East Tennessee are downstream from impoundments which have a significant effect on water quality. NASQAN data obtained from the Tennessee River below Watts Bar Dam and the Clinch River below Melton Hill Dam were compared to water quality data from the basins upstream. The comparison indicates that NASQAN data obtained below impoundments may not be adequate to describe a composite picture of water quality in the accounting unit. Detention time of storage in the impoundments is believed to moderate the range of constituent values observed at the NASQAN stations. Data obtained upstream and downstream from Watts Bar Dam indicate that the water sampled at the NASQAN station comes from stratified layers of the impoundment and is not representative of an integrated sample of water from the impoundment. Values of total recoverable iron suggest that, because of adsorption onto sediments in impoundments, some constituents are not accurately described by sampling below impoundments. Relations between water quality constituents and flow at stations on the Clinch River and Tennessee River are not well defined due to regulation. Direct load computations for many constituents were therefore not possible, which diminished the utility of data from these NASQAN stations to account for quantity versus quality of the water. Load computations were only possible for ionic constituents through use of a continuous specific conductance record as an intermediary. Rivers might reflect the decreasing trend in discharge during the 1972-82 water years. Thus the stations below Watts Bar Dam and below Melton Hill Dam do not adequately meet the NASQAN objective to detect and assess long-term changes in stream quality. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854171","usgsCitation":"Evaldi, R., and Lewis, J., 1986, Water-quality appraisal of NASQAN stations below impoundments, eastern Tennessee: U.S. Geological Survey Water-Resources Investigations Report 85-4171, v, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854171.","productDescription":"v, 50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2180,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri85-4171","linkFileType":{"id":5,"text":"html"}},{"id":124347,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4171/report-thumb.jpg"},{"id":55889,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4171/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e4870","contributors":{"authors":[{"text":"Evaldi, R. D.","contributorId":93909,"corporation":false,"usgs":true,"family":"Evaldi","given":"R. D.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":197390,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, J.G.","contributorId":32570,"corporation":false,"usgs":true,"family":"Lewis","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":197389,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}