{"pageNumber":"1887","pageRowStart":"47150","pageSize":"25","recordCount":68927,"records":[{"id":19442,"text":"ofr88310 - 1988 - Water quality of runoff to the Clarksville Memorial Hospital drainage well and of Mobley Spring, Clarksville, Tennessee, February and March, 1988","interactions":[],"lastModifiedDate":"2012-02-02T00:07:42","indexId":"ofr88310","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-310","title":"Water quality of runoff to the Clarksville Memorial Hospital drainage well and of Mobley Spring, Clarksville, Tennessee, February and March, 1988","docAbstract":"A drainage well and a spring in Clarksville, Tennessee, have been instrumented to collect storm related data in order to define the types and concentrations of water quality characteristics in stormwater runoff and in the receiving groundwater basin. Water quality samples of storm runoff at the drainage well at Clarksville Memorial Hospital and of nearby Mobley Spring were collected during four storms and during normal flow conditions during February and March 1988. Samples were analyzed for major inorganic water quality constituents, selected trace metals, and organics. Several samples from the drainage well and the spring had trace-metals concentrations that exceeded maximum contaminant levels for State drinking-water standards. Organic compounds including phenols, polynuclear aromatic hydrocarbons, and other base-neutral extractable organic substance are present in samples from both the drainage well and spring. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88310","usgsCitation":"Hoos, A., 1988, Water quality of runoff to the Clarksville Memorial Hospital drainage well and of Mobley Spring, Clarksville, Tennessee, February and March, 1988: U.S. Geological Survey Open-File Report 88-310, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr88310.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":1107,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr_88-310","linkFileType":{"id":5,"text":"html"}},{"id":153458,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f996f","contributors":{"authors":[{"text":"Hoos, A.B.","contributorId":23572,"corporation":false,"usgs":true,"family":"Hoos","given":"A.B.","affiliations":[],"preferred":false,"id":180911,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44422,"text":"wri864116 - 1988 - Water-quality maps for the Upper Cretaceous and Lower Tertiary aquifer in the southeastern coastal plain of Mississippi, Alabama, Georgia, South Carolina, and southeastern North Carolina","interactions":[],"lastModifiedDate":"2017-01-27T09:03:23","indexId":"wri864116","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"86-4116","title":"Water-quality maps for the Upper Cretaceous and Lower Tertiary aquifer in the southeastern coastal plain of Mississippi, Alabama, Georgia, South Carolina, and southeastern North Carolina","language":"ENGLISH","doi":"10.3133/wri864116","usgsCitation":"Lee, R.W., 1988, Water-quality maps for the Upper Cretaceous and Lower Tertiary aquifer in the southeastern coastal plain of Mississippi, Alabama, Georgia, South Carolina, and southeastern North Carolina: U.S. Geological Survey Water-Resources Investigations Report 86-4116, 4 maps on 2 sheets : col. ; 31 x 59 cm., sheets 69 x 131 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri864116.","productDescription":"4 maps on 2 sheets : col. ; 31 x 59 cm., sheets 69 x 131 cm., folded in envelope 31 x 23 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":173197,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81721,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4116/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81722,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4116/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama, 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,{"id":65617,"text":"i1917 - 1988 - Controlled photomosaic of the Planum Australe region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:09","indexId":"i1917","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1917","subseriesTitle":"NONE","title":"Controlled photomosaic of the Planum Australe region of Mars","language":"ENGLISH","doi":"10.3133/i1917","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of the Planum Australe region of Mars: U.S. Geological Survey IMAP 1917, 1 remote sensing image ;60 cm. diam., on sheet 94 x 65 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1917.","productDescription":"1 remote sensing image ;60 cm. diam., on sheet 94 x 65 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189395,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":260777,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1917/plate-1.pdf"}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686832","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":534005,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":66542,"text":"i1875 - 1988 - Subsurface geology of Paleozoic, Mesozoic, and Cenozoic units in southeast Missouri","interactions":[],"lastModifiedDate":"2016-08-23T09:34:53","indexId":"i1875","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1875","title":"Subsurface geology of Paleozoic, Mesozoic, and Cenozoic units in southeast Missouri","docAbstract":"<p>The U.S. Geological Survey is conducting a regional water-resources investigation of the Gulf Costal Plain, which includes all of the Mississippi Alluvial Plain of southeastern Missouri, locally known as the southeast lowlands. The purpose of the regional study is to describe and evaluate the major aquifer systems in sediments of Tertiary and younger age in parts of 10 states (Grubb, 1984). In the southeast lowlands of Missouri, the sub-surface stratigraphy and structural configuration of geologic units need to be described in detail to define the major aquifer syustems in the area. The purpose of this report is to describe the subsurface geologic framework for Paleozoic, Mesozoic, and Cenozoic units in the southeast lowlands of Missouri and to correlate these units to those in adjecent States using geophysical and geologic methods (index map). Geophysical logs of wells were used to determine which units are aquifers or confining beds. The drilling of the U.S. Geological Survey test well 1-X in New Madrid County, Missouri, and the subsequent interpretation of geohydrologic data from the well have provided valuable information used in the preparation of this report.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i1875","usgsCitation":"Mesko, T.O., 1988, Subsurface geology of Paleozoic, Mesozoic, and Cenozoic units in southeast Missouri: U.S. Geological Survey IMAP 1875, 2 Plates: 40.79 x 54.10 inches and 36.42 x 18.93 inches, https://doi.org/10.3133/i1875.","productDescription":"2 Plates: 40.79 x 54.10 inches and 36.42 x 18.93 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":187893,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/i1875.GIF"},{"id":327511,"rank":701,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1875/plate-1.pdf"},{"id":327512,"rank":702,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1875/plate-2.pdf"},{"id":107160,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9963.htm","linkFileType":{"id":5,"text":"html"},"description":"9963"}],"scale":"500000","country":"United States","state":"Missouri","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.50561523437499,\n              37.309014074275915\n            ],\n            [\n              -89.36279296875,\n              37.00255267215955\n            ],\n            [\n              -89.329833984375,\n              37.142803443716836\n            ],\n            [\n              -89.12109375,\n              37.06394430056685\n            ],\n            [\n              -88.978271484375,\n              36.87962060502676\n            ],\n            [\n              -88.978271484375,\n              36.641977814705946\n            ],\n            [\n              -89.066162109375,\n              36.421282443649496\n            ],\n            [\n              -89.329833984375,\n              36.25313319699069\n            ],\n            [\n              -89.50561523437499,\n              35.96022296929667\n            ],\n            [\n              -89.6044921875,\n              35.85343961959182\n            ],\n            [\n              -89.80224609374999,\n              35.7286770448517\n            ],\n            [\n              -90.5712890625,\n              35.71975793933433\n            ],\n            [\n              -90.59326171875,\n              36.491973470593685\n            ],\n            [\n              -90.37353515625,\n              36.69485094156225\n            ],\n            [\n              -90.19775390625,\n              36.730079507078415\n            ],\n            [\n              -90.02197265625,\n              37.03763967977139\n            ],\n            [\n              -89.98901367187499,\n              37.16031654673677\n            ],\n            [\n              -89.835205078125,\n              37.26530995561875\n            ],\n            [\n              -89.593505859375,\n              37.32648861334206\n            ],\n            [\n              -89.50561523437499,\n              37.309014074275915\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699a12","contributors":{"authors":[{"text":"Mesko, T. 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,{"id":13402,"text":"ofr88191 - 1988 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","interactions":[{"subject":{"id":13402,"text":"ofr88191 - 1988 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"ofr88191","publicationYear":"1988","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"predicate":"SUPERSEDED_BY","object":{"id":1286,"text":"wsp2363 - 1990 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"wsp2363","publicationYear":"1990","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"id":1}],"supersededBy":{"id":1286,"text":"wsp2363 - 1990 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"wsp2363","publicationYear":"1990","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"lastModifiedDate":"2019-08-29T10:16:06","indexId":"ofr88191","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-191","title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr88191","usgsCitation":"Driver, N.E., and Tasker, G.D., 1988, Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States: U.S. Geological Survey Open-File Report 88-191, vii, 80 p., https://doi.org/10.3133/ofr88191.","productDescription":"vii, 80 p.","costCenters":[],"links":[{"id":145914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0191/report-thumb.jpg"},{"id":367076,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0191/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a50","contributors":{"authors":[{"text":"Driver, Nancy E.","contributorId":67858,"corporation":false,"usgs":true,"family":"Driver","given":"Nancy","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":167750,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tasker, Gary D.","contributorId":95035,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":167751,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":65327,"text":"i1953 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1953","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1953","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1953","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1953, 1 remote-sensing image ;62 x 60 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1953.","productDescription":"1 remote-sensing image ;62 x 60 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100895,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1953/plate-1.pdf","size":"6375","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a421","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":533714,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65328,"text":"i1954 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1954","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1954","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1954","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1954, 1 remote-sensing image ;61 x 61 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1954.","productDescription":"1 remote-sensing image ;61 x 61 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186968,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100896,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1954/plate-1.pdf","size":"8391","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a507","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":533715,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65329,"text":"i1955 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1955","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1955","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1955","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1955, 1 remote-sensing image ;61 x 60 cm., on sheet 93 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1955.","productDescription":"1 remote-sensing image ;61 x 60 cm., on sheet 93 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186997,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100897,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1955/plate-1.pdf","size":"10512","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68ae9f","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":533716,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55725,"text":"wdrNJ872 - 1988 - Water resources data for New Jersey, water year 1987, volume 2, Delaware River basin and tributaries to Delaware Bay","interactions":[],"lastModifiedDate":"2019-09-24T11:54:11","indexId":"wdrNJ872","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"NJ-87-2","title":"Water resources data for New Jersey, water year 1987, volume 2, Delaware River basin and tributaries to Delaware Bay","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNJ872","usgsCitation":"Bauersfeld, W., Moshinsky, E., Pustay, E., and Jones, W., 1988, Water resources data for New Jersey, water year 1987, volume 2, 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,{"id":65345,"text":"i1956 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1956","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1956","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1956","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1956, 1 remote-sensing image ;62 x 61 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1956.","productDescription":"1 remote-sensing image ;62 x 61 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":187046,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100911,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1956/plate-1.pdf","size":"12324","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db68a099","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":533732,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30513,"text":"wri854185 - 1988 - Simulation of ground-water flow in aquifers along the Susquehanna River in Columbia County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-07T11:35:12","indexId":"wri854185","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"85-4185","title":"Simulation of ground-water flow in aquifers along the Susquehanna River in Columbia County, Pennsylvania","docAbstract":"A numerical model of groundwater flow was developed for a 10.3 sq mi area along the Susquehanna River in Columbia County, east central Pennsylvania. Groundwater in the model area primarily is in secondary openings in the carbonate--and clastic-rock aquifers and primary openings in the glacial-outwash aquifer that discontinuously overlies bedrock. The groundwater flow model was calibrated under average steady-state conditions for 1981. The simulated 1981 water budget indicates an average inflow rate of 7.24 cu ft/sec. Of this, 93% is recharge from precipitation and 6.6% is boundary flow. 62% of the outflow is leakage to streams, 21% to pumpage, and 17% to evapotranspiration. The model was calibrated under transient conditions for December 22, 1980 through April 21, 1982. Water level fluctuations caused by natural stresses were more successfully simulated than those caused by pumping stresses. Three 10-year, hypothetical stress periods were simulated with the calibrated, transient model. The general impact of three pumping schemes under hypothetical drought and drought-recovery conditions were simulated. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854185","usgsCitation":"Williams, J., and Senko, G., 1988, Simulation of ground-water flow in aquifers along the Susquehanna River in Columbia County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 85-4185, vi, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854185.","productDescription":"vi, 44 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":59291,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59290,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59292,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59293,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59294,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59295,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59296,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4185/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159707,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4185/report-thumb.jpg"}],"country":"United States","state":"Pennyslvania","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-76.3097,41.3109],[-76.3117,41.3009],[-76.3139,41.2837],[-76.3166,41.2647],[-76.3169,41.2502],[-76.3183,41.2343],[-76.3184,41.2284],[-76.3191,41.2239],[-76.3199,41.2157],[-76.3188,41.2066],[-76.304,41.1802],[-76.2903,41.1573],[-76.2868,41.1514],[-76.2761,41.1336],[-76.2645,41.1344],[-76.2535,41.1361],[-76.2492,41.1365],[-76.229,41.1391],[-76.2288,41.1209],[-76.2285,41.1027],[-76.2285,41.0991],[-76.2287,41.0914],[-76.2284,41.0723],[-76.2312,41.0506],[-76.2307,41.0456],[-76.2273,41.0301],[-76.2257,41.022],[-76.2217,41.0042],[-76.2212,40.9992],[-76.2195,40.9901],[-76.2168,40.9747],[-76.2093,40.9506],[-76.2488,40.9169],[-76.2495,40.916],[-76.2581,40.9089],[-76.2859,40.8828],[-76.2918,40.8597],[-76.2989,40.8312],[-76.3002,40.8258],[-76.3035,40.814],[-76.308,40.8023],[-76.311,40.8014],[-76.38,40.7757],[-76.3919,40.793],[-76.393,40.7967],[-76.3954,40.799],[-76.3977,40.8099],[-76.4029,40.8244],[-76.4076,40.8349],[-76.477,40.8278],[-76.491,40.8261],[-76.4946,40.8247],[-76.5001,40.8243],[-76.5019,40.8257],[-76.5031,40.828],[-76.5024,40.8316],[-76.5024,40.8343],[-76.5035,40.838],[-76.5053,40.8412],[-76.5065,40.8434],[-76.5053,40.8457],[-76.5046,40.848],[-76.5034,40.8498],[-76.5015,40.8511],[-76.5009,40.8534],[-76.5021,40.8561],[-76.5026,40.8588],[-76.505,40.8611],[-76.5068,40.8634],[-76.508,40.8661],[-76.5092,40.8684],[-76.5098,40.8707],[-76.5097,40.873],[-76.5085,40.8743],[-76.5067,40.8756],[-76.5048,40.877],[-76.5042,40.8793],[-76.5042,40.8811],[-76.5054,40.882],[-76.5078,40.882],[-76.5108,40.882],[-76.5309,40.8813],[-76.5289,40.8944],[-76.5275,40.9071],[-76.5262,40.913],[-76.5262,40.9153],[-76.5279,40.918],[-76.5279,40.9189],[-76.5273,40.9198],[-76.5267,40.9203],[-76.5261,40.9207],[-76.5255,40.9212],[-76.5236,40.9239],[-76.523,40.9261],[-76.5241,40.9302],[-76.5241,40.932],[-76.5247,40.9334],[-76.5283,40.9384],[-76.5289,40.9393],[-76.5289,40.9402],[-76.527,40.9407],[-76.5215,40.9425],[-76.5203,40.9429],[-76.5191,40.9433],[-76.5179,40.9438],[-76.516,40.9442],[-76.5124,40.946],[-76.5142,40.9487],[-76.5165,40.9519],[-76.5225,40.9615],[-76.5315,40.9697],[-76.5369,40.9766],[-76.5483,40.9858],[-76.5519,40.988],[-76.5664,41.0004],[-76.567,41.0036],[-76.5663,41.0086],[-76.5656,41.0154],[-76.5643,41.0199],[-76.5637,41.0235],[-76.5624,41.0267],[-76.5617,41.033],[-76.5629,41.0362],[-76.57,41.0531],[-76.5779,41.0554],[-76.5937,41.0587],[-76.5979,41.0596],[-76.6028,41.061],[-76.6192,41.0648],[-76.6173,41.0688],[-76.6173,41.0715],[-76.6185,41.0738],[-76.6178,41.0756],[-76.6172,41.0784],[-76.6166,41.0806],[-76.6177,41.0824],[-76.6195,41.0847],[-76.6207,41.0888],[-76.6213,41.092],[-76.6236,41.0988],[-76.6236,41.0997],[-76.6248,41.1038],[-76.6277,41.1138],[-76.6295,41.1202],[-76.63,41.1229],[-76.6306,41.1247],[-76.6318,41.127],[-76.6389,41.1475],[-76.6419,41.1557],[-76.6003,41.1572],[-76.5973,41.1576],[-76.593,41.158],[-76.5659,41.1787],[-76.5609,41.1832],[-76.5591,41.1841],[-76.5572,41.1859],[-76.5474,41.194],[-76.54,41.1999],[-76.5313,41.208],[-76.5121,41.2246],[-76.4806,41.2498],[-76.4769,41.2534],[-76.467,41.261],[-76.4633,41.2646],[-76.4472,41.2772],[-76.4076,41.3095],[-76.3097,41.3109]]]},\"properties\":{\"name\":\"Columbia\",\"state\":\"PA\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2de0","contributors":{"authors":[{"text":"Williams, J.H.","contributorId":29482,"corporation":false,"usgs":true,"family":"Williams","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":203380,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Senko, G.E.","contributorId":43820,"corporation":false,"usgs":true,"family":"Senko","given":"G.E.","email":"","affiliations":[],"preferred":false,"id":203381,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":65349,"text":"i1856 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:15","indexId":"i1856","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1856","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1856","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1856, 1 remote-sensing image ;61 x 61 cm., on sheet 99 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1856.","productDescription":"1 remote-sensing image ;61 x 61 cm., on sheet 99 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189230,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100915,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1856/plate-1.pdf","size":"8430","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a7a5","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":533736,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30539,"text":"wri884022 - 1988 - Chemical quality, benthic organisms, and sedimentation in streams draining coal-mined lands in Raccoon Creek basin, Ohio, July 1984 through September 1986","interactions":[],"lastModifiedDate":"2023-01-10T23:02:33.318175","indexId":"wri884022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4022","title":"Chemical quality, benthic organisms, and sedimentation in streams draining coal-mined lands in Raccoon Creek basin, Ohio, July 1984 through September 1986","docAbstract":"<p>The Ohio Department of Natural Resources, Division of Reclamation, plans widespread reclamation of abandoned coal mines in the Raccoon Creek basin in southeastern Ohio. Throughout Raccoon Creek basin, chemical, biological, and suspended-sediment data were collected from July 1984 through September 1986. Chemical and biological data collected at 17 sites indicate that the East Branch, Brushy Creek, Hewett Fork, and Little Raccoon Creek subbasins, including Flint Run, are affected by drainage from abandoned coal mines. In these basins, median pH values ranged from 2.6 to 5.1, median acidity values ranged from 20 to 1,040 mg/L (milligrams per liter) as CaCo<sub>3</sub>, and median alkalinity values ranged from 0 to 4 mg/L as CaCo<sub>3</sub>. Biological data indicate that these basins do not support diverse populations because of degraded water systems. Suspended-sediment yields of 70.7 tons per square mile per year at the headwaters of Raccoon Creek and 54.5 tons per square mile per year near the month of Raccoon Creek indicate that cumulative sedimentation from erosion of abandoned-mine lands is not excessive in the basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884022","usgsCitation":"Wilson, K.S., 1988, Chemical quality, benthic organisms, and sedimentation in streams draining coal-mined lands in Raccoon Creek basin, Ohio, July 1984 through September 1986: U.S. Geological Survey Water-Resources Investigations Report 88-4022, v, 80 p., https://doi.org/10.3133/wri884022.","productDescription":"v, 80 p.","costCenters":[],"links":[{"id":411688,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46949.htm","linkFileType":{"id":5,"text":"html"}},{"id":122710,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4022/report-thumb.jpg"},{"id":59314,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","otherGeospatial":"Racoon Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.5833,\n              39.4333\n            ],\n            [\n              -82.5833,\n              38.667\n            ],\n            [\n              -82.2,\n              38.667\n            ],\n            [\n              -82.2,\n              39.4333\n            ],\n            [\n              -82.5833,\n              39.4333\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dee4b07f02db5e27c8","contributors":{"authors":[{"text":"Wilson, K. S.","contributorId":41042,"corporation":false,"usgs":true,"family":"Wilson","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":203426,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14014,"text":"ofr88467 - 1988 - Progress report on the ground-water, surface-water, and quality- of-water monitoring program, Black Mesa Area, northeastern Arizona — 1987-88","interactions":[],"lastModifiedDate":"2022-10-06T16:42:51.337417","indexId":"ofr88467","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-467","title":"Progress report on the ground-water, surface-water, and quality- of-water monitoring program, Black Mesa Area, northeastern Arizona — 1987-88","docAbstract":"<p>The Black Mesa, Arizona, monitoring program is designed to determine long-term effects on the water resources of the area resulting from withdrawals of groundwater from the N aquifer by the strip-mining operation of Peabody Coal Company. Withdrawals by Peabody Coal Company increased from 95 acre-ft in 1968 to 3 ,832 acre-ft in 1987. The N aquifer is an important source of water in the 5,400-sq-mi Black Mesa area on the Navajo and Hopi Indian Reservations. Water levels in the confined area of the aquifer declined as much as 95.1 ft near Keams Canyon from 1965 to 1988. Part of the decline in the measured municipal wells may be due to local pumping. During 1965-88, water levels in wells that tap the unconfined area of the aquifer have not declined significantly and have risen in many areas. Chemical analyses indicate no significant changes in the quality of water from wells that tap the N aquifer or from springs that discharge from several stratigraphic units, including the N aquifer, since pumping began at the mine.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr88467","usgsCitation":"Hart, R.J., and Sottilare, J.P., 1988, Progress report on the ground-water, surface-water, and quality- of-water monitoring program, Black Mesa Area, northeastern Arizona — 1987-88: U.S. Geological Survey Open-File Report 88-467, v, 27 p., https://doi.org/10.3133/ofr88467.","productDescription":"v, 27 p.","costCenters":[],"links":[{"id":408043,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17450.htm","linkFileType":{"id":5,"text":"html"}},{"id":42664,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0467/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147162,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0467/report-thumb.jpg"}],"country":"United States","state":"Arizona","otherGeospatial":"Black Mesa area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.45,\n              35.5833\n            ],\n            [\n              -109.5833,\n              35.5833\n            ],\n            [\n              -109.5833,\n              36.8833\n            ],\n            [\n              -111.45,\n              36.8833\n            ],\n            [\n              -111.45,\n              35.5833\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649788","contributors":{"authors":[{"text":"Hart, R. J.","contributorId":62607,"corporation":false,"usgs":true,"family":"Hart","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":168792,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sottilare, J. P.","contributorId":106504,"corporation":false,"usgs":true,"family":"Sottilare","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":168793,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30465,"text":"wri864106 - 1988 - Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow","interactions":[],"lastModifiedDate":"2022-01-24T22:14:51.01401","indexId":"wri864106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"86-4106","title":"Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow","docAbstract":"<p>Data on the hydrogeology of a 26-sq-mi area surrounding the Brookhaven landfill site in central Suffolk County were collected as part of a hydrologic investigation of solute transport from the site. These data were used to develop a steady-state groundwater flow model of the upper glacial (water table) aquifer in the area. The model accounts for the leakage through confining units underlying the aquifer, seepage to streams, recharge from precipitation, and pumpage and redistribution of water. Refined estimates of aquifer and confining-unit properties were obtained through model calibrations. Water table altitudes generated by the calibrated model were used to determine groundwater velocities and probable flow paths in the vicinity of the site under long-term average hydrologic conditions. Groundwater velocities and probable flow paths in the study area were calculated from simulated water table altitudes generated by the calibrated flow model. Groundwater at the center of the site flows southeastward at a velocity of 1.1 ft/d. The report is the second in a three part series describing the hydrologic conditions and groundwater quality, groundwater flow, and solute transport in the vicinity of the Brookhaven landfill.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864106","usgsCitation":"Wexler, E.J., and Maus, P.E., 1988, Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow: U.S. Geological Survey Water-Resources Investigations Report 86-4106, Report: vi, 44 p.; 2 Plates: 18.82 × 22.99 inches and 18.42 × 22.29 inches, https://doi.org/10.3133/wri864106.","productDescription":"Report: vi, 44 p.; 2 Plates: 18.82 × 22.99 inches and 18.42 × 22.29 inches","costCenters":[],"links":[{"id":59247,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59246,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4106/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59245,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4106/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126857,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4106/report-thumb.jpg"},{"id":394789,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36551.htm"}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73,\n              40.75\n            ],\n            [\n              -72.875,\n              40.75\n            ],\n            [\n              -72.875,\n              40.858\n            ],\n            [\n              -73,\n              40.858\n            ],\n            [\n              -73,\n              40.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b03e4b07f02db698fa0","contributors":{"authors":[{"text":"Wexler, E. J.","contributorId":104931,"corporation":false,"usgs":true,"family":"Wexler","given":"E.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203298,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maus, P. E.","contributorId":68787,"corporation":false,"usgs":true,"family":"Maus","given":"P.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203297,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30464,"text":"wri864207 - 1988 - Ground-water flow and solute transport at a municipal landfill site on Long Island, New York. Part 3, simulation of solute transport","interactions":[],"lastModifiedDate":"2022-01-19T20:16:20.976767","indexId":"wri864207","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"86-4207","title":"Ground-water flow and solute transport at a municipal landfill site on Long Island, New York. Part 3, simulation of solute transport","docAbstract":"<p>A solute transport model representing a 2.3-sq mi area surrounding and downgradient from a municipal landfill site in the Town of Brookhaven, N.Y. was used to simulate migration of a conservative solute (chloride) in the upper glacial aquifer. Aquifer values used in the model were: hydraulic conductivity, 200 ft/day; effective porosity, 0.30; longitudinal dispersivity, 100 ft; transverse dispersivity, 20 ft. Average concentration of chloride was set at 875.0 mg/L in leachate and 10 mg/L in recharge and in ambient groundwater. Entry of leachate into the aquifer was assumed to have begun in 1977. Chloride concentrations in the simulated plume after 6 years of travel matched reasonably well the chloride data collected in October-December 1982. After 12 years of travel, the simulated plume extended 6,200 ft and was 2,600 ft wide. Maximum predicted concentration at the site boundary was 160 mg/L. Additional simulations were made to test the model 's ability to predict the effect of several remedial strategies on the movement of solutes. These included capping the landfill with an impermeable surface, removal of contaminated groundwater through four recovery wells, and a combination of the first two actions.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864207","usgsCitation":"Wexler, E.J., 1988, Ground-water flow and solute transport at a municipal landfill site on Long Island, New York. Part 3, simulation of solute transport: U.S. Geological Survey Water-Resources Investigations Report 86-4207, vi, 46 p., https://doi.org/10.3133/wri864207.","productDescription":"vi, 46 p.","costCenters":[],"links":[{"id":394535,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36628.htm"},{"id":124105,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4207/report-thumb.jpg"},{"id":59244,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73,\n              40.75453936473234\n            ],\n            [\n              -72.875,\n              40.75453936473234\n            ],\n            [\n              -72.875,\n              40.850955880778045\n            ],\n            [\n              -73,\n              40.850955880778045\n            ],\n            [\n              -73,\n              40.75453936473234\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cdb9","contributors":{"authors":[{"text":"Wexler, E. J.","contributorId":104931,"corporation":false,"usgs":true,"family":"Wexler","given":"E.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203296,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19930,"text":"ofr88106 - 1988 - U.S. Geological Survey ground-water studies in New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:07:43","indexId":"ofr88106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-106","title":"U.S. Geological Survey ground-water studies in New Jersey","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/ofr88106","usgsCitation":"Leahy, P., and Macy, J.A., 1988, U.S. Geological Survey ground-water studies in New Jersey: U.S. Geological Survey Open-File Report 88-106, 2 p. :ill. ;28 cm., https://doi.org/10.3133/ofr88106.","productDescription":"2 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":153327,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0106/report-thumb.jpg"},{"id":49438,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0106/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db612833","contributors":{"authors":[{"text":"Leahy, P.P.","contributorId":104896,"corporation":false,"usgs":true,"family":"Leahy","given":"P.P.","email":"","affiliations":[],"preferred":false,"id":181755,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Macy, J. A.","contributorId":10047,"corporation":false,"usgs":true,"family":"Macy","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":181754,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":55692,"text":"wdrMI871 - 1988 - Water resources data for Michigan, water year 1987","interactions":[],"lastModifiedDate":"2017-08-10T14:31:51","indexId":"wdrMI871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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-87-1","title":"Water resources data for Michigan, water year 1987","docAbstract":"<p>Water resources data for the 1987 water year for Michigan consists of records of stage, stage and contents of lakes and discharge, and water quality of streams; reservoirs; and water levels and water temperature of ground water. This report contains discharge records for 135 streamflow-gaging stations; stage only records for 15 lake-gaging stations; stage and contents for 5 lakes and reservoirs; water-quality records for 24 streamflow-gaging stations; water-level records for 52 observation wells; and water-temperature records for 6 observation wells. Also included are 52 crest-stage partial-record stations and 8 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 100 measuring sites and 23 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","publisherLocation":"Reston, VA","doi":"10.3133/wdrMI871","collaboration":"Prepared in cooperation with the State of Michigan and with other agencies","usgsCitation":"Blumer, S.P., Failing, J., Larson, W., Whited, C., and LeuVoy, R., 1988, Water resources data for Michigan, water year 1987: U.S. Geological Survey Water Data Report MI-87-1, ix, 281 p., https://doi.org/10.3133/wdrMI871.","productDescription":"ix, 281 p.","costCenters":[{"id":382,"text":"Michigan Water Science 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P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":254019,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Failing, J.C.","contributorId":76822,"corporation":false,"usgs":true,"family":"Failing","given":"J.C.","affiliations":[],"preferred":false,"id":254023,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Larson, W.W.","contributorId":27922,"corporation":false,"usgs":true,"family":"Larson","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":254020,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Whited, C.R.","contributorId":49387,"corporation":false,"usgs":true,"family":"Whited","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":254021,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"LeuVoy, R.L.","contributorId":56706,"corporation":false,"usgs":true,"family":"LeuVoy","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":254022,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":30436,"text":"wri874148 - 1988 - Hydrologic effects of phreatophyte control, Acme-Artesia reach of the Pecos River, New Mexico, 1967-82","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri874148","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4148","title":"Hydrologic effects of phreatophyte control, Acme-Artesia reach of the Pecos River, New Mexico, 1967-82","docAbstract":"The U.S. Bureau of Reclamation began a phreatophyte clearing and control program in the bottom land of the Acme-Artesia reach of the Pecos River in March 1967. The initial cutting of 19,000 acres of saltcedar trees, the dominant phreatophyte in the area, was completed in May 1969. Saltcedar regrowth continued each year until July 1975, when root plowing eradicated most of the regrowth. The major objective of the clearing and control program was to salvage water that could be put to beneficial use. Measurements of changes in the water table in the bottom land and changes in the base flow of the Pecos River were made in order to determine the hydrologic effects of the program. Some salvage of water was indicated, but it is not readily recognized as an increase in base flow. The quantity of salvage probably is less than the average annual base-flow gain of 19 ,110 acre-ft in the reach during 1967-82. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874148","usgsCitation":"Welder, G.E., 1988, Hydrologic effects of phreatophyte control, Acme-Artesia reach of the Pecos River, New Mexico, 1967-82: U.S. Geological Survey Water-Resources Investigations Report 87-4148, vi, 46 p. :ill. ;28 cm., https://doi.org/10.3133/wri874148.","productDescription":"vi, 46 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123374,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4148/report-thumb.jpg"},{"id":59214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4148/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606efa","contributors":{"authors":[{"text":"Welder, G. E.","contributorId":100814,"corporation":false,"usgs":true,"family":"Welder","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203247,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29948,"text":"wri884011 - 1988 - Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1986-87","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri884011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4011","title":"Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1986-87","docAbstract":"Reconnaissance of wildlife areas in the middle Green River basin of Utah was conducted during 1986 and 1987 to determine whether irrigation drainage has caused, or has the potential to cause significant harmful effects on human health, fish, and wildlife, or may adversely affect the suitability of water for beneficial uses. Studies at Stewart Lake Waterfowl Management Area and Ouray National Wildlife Refuge indicated that concentrations of boron, selenium, and zinc in water, bottom sediment, and biological tissue were sufficiently large to be harmful to fish and wildlife, and to adversely affect beneficial uses of water. Selenium is the principal element of concern in both areas. Concentrations of dissolved selenium in irrigation drain water entering Stewart Lake Waterfowl Management Area ranged from 14-140 micrograms/L (ug/L) and consistently exceeded Utah standards for wildlife protection in water in two of the four drains. Concentrations of boron and zinc exceeded Utah standards only occasionally in the drain waters. Concentrations of total selenium in sediments collected where the drains discharge into the lake were 10-85 ug/gm. Liver tissue collected from American coots at Stewart Lake Waterfowl Management Area contained concentrations of selenium from 4.9-26 ug/gm (dry weight), and whole body samples of carp contained as much as 31 ug/gm (dry weight). Concentrations of selenium in Potamogeton and blue-green algae ranged from 2.1-27 ug/gm. Concentrations of boron, selenium, and zinc were also measured in water from Ouray National Wildlife Refuge. Liver tissue of American coots from the North Roadside Pond, which receives irrigation tailwater, contained a geometric-mean concentration of selenium of 32 ug/gm (dry weight). Five water-bird eggs collected from the North and South Roadside Ponds contained selenium concentrations of 63-120 ug/gm (dry weight). (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884011","usgsCitation":"Stephens, D.W., Waddell, B., and Miller, J.B., 1988, Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1986-87: U.S. Geological Survey Water-Resources Investigations Report 88-4011, vii, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884011.","productDescription":"vii, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4011/report-thumb.jpg"},{"id":58769,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ce4b07f02db63eaa6","contributors":{"authors":[{"text":"Stephens, D. W.","contributorId":68335,"corporation":false,"usgs":true,"family":"Stephens","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202410,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waddell, Bruce","contributorId":55033,"corporation":false,"usgs":false,"family":"Waddell","given":"Bruce","email":"","affiliations":[{"id":6661,"text":"US Fish and Wildlife Service","active":true,"usgs":false}],"preferred":false,"id":202409,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, J. B.","contributorId":70423,"corporation":false,"usgs":true,"family":"Miller","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":202411,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30592,"text":"wri874270 - 1988 - Aquifer-test evaluation and potential effects of increased ground-water pumpage at the Stovepipe Wells Hotel area, Death Valley National Monument, California","interactions":[],"lastModifiedDate":"2012-02-02T00:09:12","indexId":"wri874270","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4270","title":"Aquifer-test evaluation and potential effects of increased ground-water pumpage at the Stovepipe Wells Hotel area, Death Valley National Monument, California","docAbstract":"Ground-water use in the Stovepipe Wells Hotel area in Death Valley National Monument is expected to increase significantly if the nonpotable, as well as potable, water supply is treated by reverse osmosis. During the peak tourist season, October through March, ground-water pumpage could increase by 37,500 gallons per day, or 76%. The effects of this additional pumpage on water levels in the area, particularly near a strand of phreatophytes about 10,000 feet east of the well field, are of concern. In order to evaluate the effects of increased pumpage on water levels in the Stovepipe Wells Hotel area well field, two aquifer tests were performed at the well field to determine the transmissivity and storage coefficients of the aquifer. Analysis of the aquifer test determined that a transmissivity of 1,360 feet squared per day was representative of the aquifer. The estimated value of transmissivity and the storage-coefficient values that are representative of confined (1.2 x .0004) and unconfined (0.25) conditions were used in the Theis equation to calculate the additional drawdown that might occur after 1, 10, and 50 years of increased pumpage. The drawdown calculated by using the lower storage-coefficient value represents the maximum additional drawdown that might be expected from the assumed increase in pumpage; the drawdown calculated by using the higher storage-coefficient value represents the minimum additional drawdown. Calculated additional drawdowns after 50 years of pumping range from 7.8 feet near the pumped well to 2.4 feet at the phreatophyte stand assuming confined conditions, and from 5.7 feet near the pumped well to 0.3 foot at the phreatophyte stand assuming unconfined conditions. Actual drawdowns probably will be somewhere between these values. Drawdowns measured in observation wells during 1973-85, in response to an average pumpage of 34,200 gallons per day at the Stovepipe Wells Hotel well field, are similar to the drawdowns calculated by the Theis equation for the assumed increase in pumpage. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874270","usgsCitation":"Woolfenden, L.R., Martin, P., and Baharie, B., 1988, Aquifer-test evaluation and potential effects of increased ground-water pumpage at the Stovepipe Wells Hotel area, Death Valley National Monument, California: U.S. Geological Survey Water-Resources Investigations Report 87-4270, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874270.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4270/report-thumb.jpg"},{"id":59350,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4270/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679e67","contributors":{"authors":[{"text":"Woolfenden, L. R. 0000-0003-3500-4709","orcid":"https://orcid.org/0000-0003-3500-4709","contributorId":36945,"corporation":false,"usgs":true,"family":"Woolfenden","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203507,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, Peter pmmartin@usgs.gov","contributorId":799,"corporation":false,"usgs":true,"family":"Martin","given":"Peter","email":"pmmartin@usgs.gov","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":203505,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Baharie, Brian","contributorId":21597,"corporation":false,"usgs":true,"family":"Baharie","given":"Brian","affiliations":[],"preferred":false,"id":203506,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30595,"text":"wri884029 - 1988 - Ground-water conditions in the Anza-Terwilliger area, with emphasis on the Cahuilla Indian Reservation, Riverside County, California, 1973-86","interactions":[],"lastModifiedDate":"2012-02-02T00:09:12","indexId":"wri884029","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4029","title":"Ground-water conditions in the Anza-Terwilliger area, with emphasis on the Cahuilla Indian Reservation, Riverside County, California, 1973-86","docAbstract":"Demand for groundwater in the 96-sq mi Anza Terwilliger area of California has increased in recent years because of population growth and agricultural development. In order to evaluate the potential effects of continued growth and development on the water resources of Cahuilla Indian Reservation, water level, land use, and water quality data were collected and analyzed. Water level measurements indicate that, as in previous years, groundwater normally moves toward streams in Anza and Terwilliger Valleys. However, during the summer, when pumping is at a maximum, groundwater moves toward two areas of groundwater withdrawal in Anza Valley. One area where groundwater levels were lowered extends to the northern boundary of Cahuilla Indian Reservation. Groundwater use during 1986 is estimated at 10,000 acre-ft, 6,000 acre-ft more than in 1973. The water table, however, generally has risen since 1973 due to the wet climatic conditions that generally have prevailed since 1976. Dissolved-solids concentrations during 1984-86 ranged from 184 to 1,320 mg/L. Water from two wells on Cahuilla Indian Reservation had dissolved-solids concentrations higher than the U.S. Environmental Protection Agency recommended limit for drinking water of 500 mg/L. No wells sampled on the reservation contained water with nitrate concentrations above the U.S. Environmental Protection Agency recommended limit of 10 mg/L. The observation-well network was found to be generally adequate, but the addition of one water level and two water quality observation wells would enhance its effectiveness. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884029","usgsCitation":"Woolfenden, L.R., and Bright, D., 1988, Ground-water conditions in the Anza-Terwilliger area, with emphasis on the Cahuilla Indian Reservation, Riverside County, California, 1973-86: U.S. Geological Survey Water-Resources Investigations Report 88-4029, iv, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884029.","productDescription":"iv, 79 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4029/report-thumb.jpg"},{"id":59353,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d1af","contributors":{"authors":[{"text":"Woolfenden, L. R. 0000-0003-3500-4709","orcid":"https://orcid.org/0000-0003-3500-4709","contributorId":36945,"corporation":false,"usgs":true,"family":"Woolfenden","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203511,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bright, D.J.","contributorId":106159,"corporation":false,"usgs":true,"family":"Bright","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":203512,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":65662,"text":"i1921 - 1988 - Digital image map and equal-area photomosaics of Rhea","interactions":[],"lastModifiedDate":"2012-02-02T00:13:20","indexId":"i1921","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1921","subseriesTitle":"NONE","title":"Digital image map and equal-area photomosaics of Rhea","language":"ENGLISH","doi":"10.3133/i1921","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Digital image map and equal-area photomosaics of Rhea: U.S. Geological Survey IMAP 1921, 9 remote sensing images on 2 sheets ;32 cm. diam. and 22 cm. diam. and 37 x 96 cm., sheets 99 x 104 cm. and 84 x 102 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1921.","productDescription":"9 remote sensing images on 2 sheets ;32 cm. diam. and 22 cm. diam. and 37 x 96 cm., sheets 99 x 104 cm. and 84 x 102 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189446,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101087,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1921/plate-1.pdf","size":"10880","linkFileType":{"id":1,"text":"pdf"}},{"id":101088,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1921/plate-2.pdf","size":"6341","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65acff","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":534049,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26967,"text":"wri874263 - 1988 - Effects of the 1980 eruption of Mount St. Helens on the limnological characteristics of selected lakes in western Washington","interactions":[],"lastModifiedDate":"2022-01-31T20:53:45.070651","indexId":"wri874263","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4263","title":"Effects of the 1980 eruption of Mount St. Helens on the limnological characteristics of selected lakes in western Washington","docAbstract":"<p>The 1980 eruption of Mount St. Helens provided the opportunity to study its effect on the physical, chemical, and biological characteristics of lakes near the volcano, and to describe two newly created lakes. Concentrations of dissolved solids and organic carbon, measured in June 1980, had increased from 2 to 30 times those observed in the 1970 's in Spirit, St. Helens, and Venus Lakes. Water in the lakes was altered from preeruption calcium-bicarbonate types to calcium-sulfate, calcium sulfate-chloride, or lake surface, as in St. Helens Lake; transparency in Venus Lake had improved to a depth of 24 ft by 1982. Spirit Lake was anoxic into fall 1980, but had reaerated to 5.2 mg/L of dissolved oxygen by May 1981. Phytoplankton communities in existing lakes in the blast zone in 1980 were primarily green and bluegreen algae; diatoms were sparse until summer 1982. Small numbers of zooplankton in Spirit, St. Helens, and Venus Lakes, compared to numbers in Walupt and Fawn Lakes, may indicate some post-eruption mortality. Rotifers were absent from lakes in the blast zone, but by 1981 were observed in all the lakes. The recovery of the physical, chemical, and biological characteristics of the lakes will depend on stabilization of the surrounding environment and biological processes within each lake. Excluding Spirit Lake, it is estimated that St. Helens Lake would be the slowest to recover and Venus Lake the fastest.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874263","usgsCitation":"Embrey, S., and Dion, N.P., 1988, Effects of the 1980 eruption of Mount St. Helens on the limnological characteristics of selected lakes in western Washington: U.S. Geological Survey Water-Resources Investigations Report 87-4263, v, 60 p., https://doi.org/10.3133/wri874263.","productDescription":"v, 60 p.","costCenters":[],"links":[{"id":395183,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46912.htm"},{"id":55852,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4263/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123566,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4263/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Mount St. Helens","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.37533569335936,\n              46.20929925529132\n            ],\n            [\n              -122.08419799804689,\n              46.20929925529132\n            ],\n            [\n              -122.08419799804689,\n              46.36588370484979\n            ],\n            [\n              -122.37533569335936,\n              46.36588370484979\n            ],\n            [\n              -122.37533569335936,\n              46.20929925529132\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db6107ce","contributors":{"authors":[{"text":"Embrey, S.S.","contributorId":8448,"corporation":false,"usgs":true,"family":"Embrey","given":"S.S.","affiliations":[],"preferred":false,"id":197331,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":197332,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2567,"text":"wsp2318 - 1988 - Application of the two-film model to the volatilization of acetone and t-butyl alcohol from water as a function of temperature","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp2318","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2318","title":"Application of the two-film model to the volatilization of acetone and t-butyl alcohol from water as a function of temperature","docAbstract":"The two-film model is often used to describe the volatilization of organic substances from water. This model assumes uniformly mixed water and air phases separated by thin films of water and air in which mass transfer is by molecular diffusion. Mass-transfer coefficients for the films, commonly called film coefficients, are related through the Henry's law constant and the model equation to the overall mass-transfer coefficient for volatilization. The films are modeled as two resistances in series, resulting in additive resistances. \r\n\r\nThe two-film model and the concept of additivity of resistances were applied to experimental data for acetone and t-butyl alcohol. Overall mass-transfer coefficients for the volatilization of acetone and t-butyl alcohol from water were measured in the laboratory in a stirred constant-temperature bath. Measurements were completed for six water temperatures, each at three water mixing conditions. Wind-speed was constant at about 0.1 meter per second for all experiments. Oxygen absorption coefficients were measured simultaneously with the measurement of the acetone and t-butyl alcohol mass-transfer coefficients. Gas-film coefficients for acetone, t-butyl alcohol, and water were determined by measuring the volatilization fluxes of the pure substances over a range of temperatures. Henry's law constants were estimated from data from the literature. The combination of high resistance in the gas film for solutes with low values of the Henry's law constants has not been studied previously. \r\n\r\nCalculation of the liquid-film coefficients for acetone and t-butyl alcohol from measured overall mass-transfer and gas-film coefficients, estimated Henry's law constants, and the two-film model equation resulted in physically unrealistic, negative liquid-film coefficients for most of the experiments at the medium and high water mixing conditions. An analysis of the two-film model equation showed that when the percentage resistance in the gas film is large and the gas-film resistance approaches the overall resistance in value, the calculated liquid-film coefficient becomes extremely sensitive to errors in the Henry's law constant. The negative coefficients were attributed to this sensitivity and to errors in the estimated Henry's law constants. \r\n\r\nLiquid-film coefficients for the absorption of oxygen were correlated with the stirrer Reynolds number and the Schmidt number. Application of this correlation with the experimental conditions and a molecular-diffusion coefficient adjustment resulted in values of the liquid-film coefficients for both acetone and t-butyl alcohol within the range expected for all three mixing conditions. Comparison of Henry's law constants calculated from these film coefficients and the experimental data with the constants calculated from literature data showed that the differences were small relative to the errors reported in the literature as typical for the measurement or estimation of Henry's law constants for hydrophilic compounds such as ketones and alcohols. \r\n\r\nTemperature dependence of the mass-transfer coefficients was expressed in two forms. The first, based on thermodynamics, assumed the coefficients varied as the exponential of the reciprocal absolute temperature. The second empirical approach assumed the coefficients varied as the exponential of the absolute temperature. Both of these forms predicted the temperature dependence of the experimental mass-transfer coefficients with little error for most of the water temperature range likely to be found in streams and rivers. \r\n\r\nLiquid-film and gas-film coefficients for acetone and t-butyl alcohol were similar in value. However, depending on water mixing conditions, overall mass-transfer coefficients for acetone were from two to four times larger than the coefficients for t-butyl alcohol. This difference in behavior of the coefficients resulted because the Henry's law constant for acetone was about three times larger than that of ","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2318","usgsCitation":"Rathbun, R.E., and Tai, D.Y., 1988, Application of the two-film model to the volatilization of acetone and t-butyl alcohol from water as a function of temperature: U.S. Geological Survey Water Supply Paper 2318, xii, 41 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2318.","productDescription":"xii, 41 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138586,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2318/report-thumb.jpg"},{"id":28836,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2318/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a8fc","contributors":{"authors":[{"text":"Rathbun, R. E.","contributorId":61796,"corporation":false,"usgs":true,"family":"Rathbun","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145413,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tai, D. Y.","contributorId":59778,"corporation":false,"usgs":true,"family":"Tai","given":"D.","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":145412,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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