{"pageNumber":"1445","pageRowStart":"36100","pageSize":"25","recordCount":41014,"records":[{"id":59059,"text":"mf1999 - 1988 - Mineral resources and resource potential map of the Pyramid Peak Roadless Area, Riverside County, California","interactions":[],"lastModifiedDate":"2025-05-28T16:41:49.055241","indexId":"mf1999","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"1999","title":"Mineral resources and resource potential map of the Pyramid Peak Roadless Area, Riverside County, California","docAbstract":"<p>The Pyramid Peak Roadless Area is underlain by mid-Cretaceous plutonic rocks (granite, granodiorite, and tonalite) that intrude metasedimentary rocks of the Desert Divide Group. The granodiorite grades eastward into strongly deformed mylonitic rocks mapped as part of the Santa Rosa mylonite zone. Metasedimentary rocks, orthogneiss, and anatexites of the Palm Canyon Complex were displaced westward over the Santa Rosa mylonite zone along low-angle thrust faults that are nearly synchronous with the mylonite zone. The Pliocene and (or) Pleistocene Bautista Formation unconformably overlies the mid-Cretaceous plutonic rocks.</p>\n<p>Geologic and geochemical data indicate that the study area has high resource potential for marble, and moderate resource potential for epithermal gold deposits and tungsten skarns. The Desert Divide Group and the Palm Canyon Complex contain large resources of marble quarried for Portland cement and for construction applications. Gold occurs in quartz veins and pegmatites in the Desert Divide Group and the Penrod Quartz Monzonite. Skarns in the Desert Divide Group contain scheelite and anomalous concentrations of arsenic and beryllium. Thin layers of tremolite asbestos along low-angle thrust faults occur outside of the study area.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1999","usgsCitation":"Calzia, J., 1988, Mineral resources and resource potential map of the Pyramid Peak Roadless Area, Riverside County, California: U.S. Geological Survey Miscellaneous Field Studies Map 1999, 1 Plate: 28.18 x 25.27 inches, https://doi.org/10.3133/mf1999.","productDescription":"1 Plate: 28.18 x 25.27 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":486650,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5592.htm","linkFileType":{"id":5,"text":"html"}},{"id":327173,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1999/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":182642,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1999.PNG"}],"country":"United States","state":"California","county":"Riverside County","otherGeospatial":"Pyramid Peak Roadless Area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.61666666666666,33.55 ], [ -116.61666666666666,33.71666666666667 ], [ -116.41666666666667,33.71666666666667 ], [ -116.41666666666667,33.55 ], [ -116.61666666666666,33.55 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b08e4b07f02db69b9ab","contributors":{"authors":[{"text":"Calzia, J.P.","contributorId":58614,"corporation":false,"usgs":true,"family":"Calzia","given":"J.P.","affiliations":[],"preferred":false,"id":261344,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":80265,"text":"fwsobs82_10_149 - 1988 - Habitat Suitability Index Models: American eider (breeding)","interactions":[],"lastModifiedDate":"2022-01-28T16:52:30.062666","indexId":"fwsobs82_10_149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"82/10.149","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: American eider (breeding)","docAbstract":"INTRODUCTION\r\n\r\nThe common eider (Somateria mollissima) consists of five subspecies; four are found in North America (Palmer 1976). Six management populations of common eiders have recently been defined in eastern Canada and the United States (Reed and Erskine 1986). The American edier (S. mollissima dresseri), of which three populations are recognized (Reed and Erskine 1986), is the southernmost subspecies and the focus of this paper.\r\n\r\nThe common eider is a member of the order Anseriformes, family Anatidae, and the tribe Mergini. A seabird of the northern latitudes of the world, the common eider is the largest duck of North America, ranging in weight from 1.2 to 2.8 kg and having a total length from 53.3 to 68.6 cm (Bellrose 1980). The American subspecies averages 2.0 kg and 61.0 cm for males, and 1.5 kg and 57.0 cm for females (Bellrose 1980). The drake is distinctly patterned,, having a white back and breast and a black belly and sides. The smaller female is brown and heavily barred with dark brown. Both sexes have a leathery extension of the bill which forms a Y-shaped frontal shield that reaches almost to the eyes.\r\n\r\nMaine, which supports part of the Atlantic population of common eiders (Reed and Erskine 1986), is the only major eider breeding population in the lower 48 States. American eiders are colonial nesters and use a variety of nesting sites, but they prefer relatively small, uninhabited islands (Mendall 1976). The coastal islands of Maine, which are essential to the eider's life cycle, are increasingly subjected to recreation and development, creating potential disturbances to eider breeding colonies. During recent years, aesthetic and sporting interest in eiders has increased. Sea ducks in Maine are experiencing increased hunting pressure. Compared to hunting seasons and bag limits for inland ducks, sea duck seasons and limits are liberal (Maine Department of Inland Fisheries and Wildlife [MDIFW] 1983).","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Blumton, A.K., Owen, R.B., and Krohn, W.B., 1988, Habitat Suitability Index Models: American eider (breeding): FWS/OBS 82/10.149, viii, 24 p.","productDescription":"viii, 24 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":194799,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649e30","contributors":{"authors":[{"text":"Blumton, A. K.","contributorId":53491,"corporation":false,"usgs":true,"family":"Blumton","given":"A.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":292137,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Owen, Ray B. Jr.","contributorId":35030,"corporation":false,"usgs":true,"family":"Owen","given":"Ray","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":292136,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Krohn, William B.","contributorId":28225,"corporation":false,"usgs":true,"family":"Krohn","given":"William","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":292135,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":80276,"text":"fwsobs82_10_150 - 1988 - Habitat Suitability Index Models: Black-bellied whistling-duck (breeding)","interactions":[],"lastModifiedDate":"2022-01-28T16:50:20.769807","indexId":"fwsobs82_10_150","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"82/10.150","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Black-bellied whistling-duck (breeding)","docAbstract":"A review and synthesis of existing information were used to develop a model for evaluating the quality of habitat for breeding black-bellied whistling-ducks. The model is scaled to produce an index between 0.0 (unsuitable habitat) to 1.0 (optimal habitat). Habitat suitability index models are designed to be used with Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service. Guidelines for model application and techniques for measuring model variable are provided.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"McKenzie, P.M., and Zwank, P.J., 1988, Habitat Suitability Index Models: Black-bellied whistling-duck (breeding): FWS/OBS 82/10.150, vi, 22 p.","productDescription":"vi, 22 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":191005,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649bdc","contributors":{"authors":[{"text":"McKenzie, Paul M.","contributorId":14902,"corporation":false,"usgs":true,"family":"McKenzie","given":"Paul","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":292157,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zwank, Phillip J.","contributorId":11287,"corporation":false,"usgs":true,"family":"Zwank","given":"Phillip","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":292156,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28164,"text":"wri874119 - 1988 - Methods to determine transit losses for return flows of transmountain water in Fountain Creek between Colorado Springs and the Arkansas River, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri874119","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":"87-4119","title":"Methods to determine transit losses for return flows of transmountain water in Fountain Creek between Colorado Springs and the Arkansas River, Colorado","docAbstract":"Methods were developed by which transit losses could be determined for transmountain return flows in Fountain Creek between Colorado Springs, Colorado, and its confluence with the Arkansas River. The study reach is a complex hydrologic system wherein a substantially variable streamflow interacts with an alluvial aquifer. The study approach included: (1) calibration and verification of a streamflow-routing model that contained a bank-storage-discharge component; (2) use of the model to develop the methods by which transit losses could be calculated; and (3) design of an application method for calculating daily transit loss using the model results. Sources of transit losses that were studied are bank storage, channel storage, and evaporation. Magnitude of bank-storage loss primarily depends on duration of a recovery period during which water lost to bank storage is returned to the stream. Net loss to bank storage can vary from about 50% for a 0-day recovery period to about 2% for a 180-day recovery period. Virtually all water lost to bank storage could be returned to the stream with longer recovery periods. Channel-storage loss was determined to be about 10% of a release quantity. Because the loss on any given day is totally recovered in the form of gains from channel storage on the subsequent day, channel storage is a temporary transit loss. Evaporation loss generally is less than 5% of a given daily transmountain return-flow release, depending on month of year. Evaporation losses are permanently lost from the system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874119","usgsCitation":"Kuhn, G., 1988, Methods to determine transit losses for return flows of transmountain water in Fountain Creek between Colorado Springs and the Arkansas River, Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4119, viii, 183 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874119.","productDescription":"viii, 183 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123336,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4119/report-thumb.jpg"},{"id":56998,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4119/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a55e4b07f02db62cf8a","contributors":{"authors":[{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":199320,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28162,"text":"wri884013 - 1988 - Application of the U.S. Geological Survey's precipitation-runoff modeling system to Williams Draw and Bush Draw basins, Jackson County, Colorado","interactions":[],"lastModifiedDate":"2022-01-10T22:30:39.635375","indexId":"wri884013","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":"88-4013","title":"Application of the U.S. Geological Survey's precipitation-runoff modeling system to Williams Draw and Bush Draw basins, Jackson County, Colorado","docAbstract":"The U.S. Geological Survey 's precipitation-runoff modeling system was calibrated for this study by using daily streamflow data for April through September, 1980 and 1981, from the Williams Draw basin in Jackson County, Colorado. The calibrated model then was verified by using daily streamflow data for April through September, 1982 and 1983. Transferability of the model was tested by application to adjoining Bush Draw basin by using daily streamflow data for April through September, 1981 through 1983. Four model parameters were optimized in the calibration: (1) BST, base air temperature used to determine the form of precipitation (rain, snow, or a mixture); (2) SMAX, maximum available water-holding capacity of the soil zone; (3) TRNCF, transmission coefficient for the vegetation canopy over the snowpack; and (4) DSCOR, daily precipitation correction factor for snow. For calibration and verification, volume and timing of simulated streamflow were reasonably close to recorded streamflow; differences were least during years that had considerable snowpack accumulation and were most during years that had minimal or no snowpack accumulation. Calibration and optimization of parameters were facilitated by snowpack water-equivalent data. Application of the model to Bush Draw basin to test for transferability indicated inaccurate results in simulation of streamflow volume. Weighted values of SMAX, TRNCF, and DSCOR from the calibration basin were used for Bush Draw. The inadequate results obtained by use of weighted parameters indicate that snowpack water-equivalent data are needed for successful application of the precipitation-runoff modeling system in this area, because frequent windy conditions cause variations in snowpack accumulation. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884013","usgsCitation":"Kuhn, G., 1988, Application of the U.S. Geological Survey's precipitation-runoff modeling system to Williams Draw and Bush Draw basins, Jackson County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 88-4013, iv, 38 p., https://doi.org/10.3133/wri884013.","productDescription":"iv, 38 p.","costCenters":[],"links":[{"id":394158,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46941.htm"},{"id":56996,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4013/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123735,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4013/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Jackson County","otherGeospatial":"Williams Draw and Bush Draw basins","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.1667,\n              40.6667\n            ],\n            [\n              -106.0878,\n              40.6667\n            ],\n            [\n              -106.0878,\n              40.75\n            ],\n            [\n              -106.1667,\n              40.75\n            ],\n            [\n              -106.1667,\n              40.6667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a6f5","contributors":{"authors":[{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":199318,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26983,"text":"wri874082 - 1988 - A digital simulation of the glacial-aquifer system in Sanborn and parts of Beadle, Miner, Hanson, Davison, and Jerauld counties, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri874082","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":"87-4082","title":"A digital simulation of the glacial-aquifer system in Sanborn and parts of Beadle, Miner, Hanson, Davison, and Jerauld counties, South Dakota","docAbstract":"The drought in South Dakota from 1974-76 and the near drought conditions in 1980-81 have resulted in increased demands on the groundwater resources within many of the irrigated areas of the James River basin in eastern South Dakota. These increases in demand for irrigation water from the glacial aquifer system, and continued requests to the State for additional irrigation well permits, have created a need for a systematic water management program to avoid over-development of this system in the James River basin. An equally spaced grid containing 56 rows and 52 columns used to simulate the glacial aquifer system, was calibrated using water level data collected before significant groundwater development (before 1973). The aquifer was also simulated in 11 annual transient stress periods from 1973 through 1983 and in 12 monthly transient stress periods for 1976. The simulated pre-development potentiometric heads were compared to average water levels from 32 observation wells to check the accuracy of the simulate potentiometric surface. The average arithmetic difference between the simulated and observed water levels was 1.68 ft and the average absolute difference was 4.38 ft. The non-pumping steady-state simulated water budget indicates that recharge from precipitation accounts for 97.1% of the water entering the aquifer and evapotranspiration accounts for 98.2% of the water leaving the aquifer. The sensitivity analysis of the steady-state model indicates that the model is most sensitive to reductions in recharge and least to changes in hydraulic conductivity. The maximum annual recharge varied from 0.10 inch in 1976 to 8.14 inches in 1977. The potential annual evapotranspiration varied from 29.9 inches in 1982 to 48.9 inches in 1976. Withdrawals from the glacial aquifer system increased 2.6 times between 1975 and 1976. The average annual arithmetic difference between the simulated and observed water levels ranged from 3.88 ft in 1974 to 2.23 ft in 1982; the average absolute difference ranged from 4.70 ft in 1973 to 11.70 ft in 1982. In the 1976 monthly transient simulation, the maximum annual recharge rate 0.10 inch was distributed over the months of March, April, and September. The potential monthly evapotranspiration rate ranged from 12.50 inches in August to 0.00 inch during the winter when the ground was frozen. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874082","usgsCitation":"Emmons, P., 1988, A digital simulation of the glacial-aquifer system in Sanborn and parts of Beadle, Miner, Hanson, Davison, and Jerauld counties, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 87-4082, v, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874082.","productDescription":"v, 59 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124046,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4082/report-thumb.jpg"},{"id":55870,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aed4d","contributors":{"authors":[{"text":"Emmons, P.J.","contributorId":60630,"corporation":false,"usgs":true,"family":"Emmons","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":197359,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26978,"text":"wri884038 - 1988 - Surface-water hydrology of Hay Creek watershed, Montana, and West Branch Antelope Creek watershed, North Dakota","interactions":[],"lastModifiedDate":"2025-01-10T18:24:26.924718","indexId":"wri884038","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":"88-4038","title":"Surface-water hydrology of Hay Creek watershed, Montana, and West Branch Antelope Creek watershed, North Dakota","docAbstract":"<p>Hydrologric data were used to determine the premining surface-water conditions in two small basins in the Fort Union coal region of Montana and North Dakota. The two streams. Hay Creek and West Branch Antelope Creek, are ephemeral. Most of the volume and peak discharges are due to snowmelt runoff. Little rainfall runoff occurs, and volume and peak discharges for this runoff are relatively small compared to those for snowmelt runoff</p><p>Suspended-sediment concentrations for snowmelt runoff ranged from 4 to 325 milligrams per liter for the Hay Creek and West Branch Antelope Creek watersheds. At the outflow site of the Hay Creek watershed, the dominant dissolved constituents in runoff are magnesium and sulfate; at the outflow site of the West Branch Antelope Creek watershed, they are calcium, magnesium, bicarbonate, and sulfate.</p><p>The U.S. Geological Survey's Precipitation-Runoff Modeling System was calibrated for both watersheds for the snowmelt runoff. The model was not calibrated for rainfall runoff because of insufficient runoff. Sensitivity analyses indicated the model was most sensitive to the values of snow correction for daily precipitation at precipitation gages, emissivity of the air for longwave radiation, and maximum available water-holding capacity of the soil profile. Testing of several watershed delineations showed that, for well-defined snow distribution, 23 units adequately defined the variability in runoff in the Hay Creek watershed, and 36 units adequately defined the variability in runoff in the West Branch Antelope Creek watershed.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884038","usgsCitation":"Emerson, D.G., 1988, Surface-water hydrology of Hay Creek watershed, Montana, and West Branch Antelope Creek watershed, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 88-4038, vii, 111 p., https://doi.org/10.3133/wri884038.","productDescription":"vii, 111 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":55866,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4038/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157804,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4038/report-thumb.jpg"},{"id":466021,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46961.htm","text":"Hay Creek","linkFileType":{"id":5,"text":"html"}},{"id":466022,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46962.htm","text":"West Branch Antelope Creek","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Montana, North Dakota","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -101.9556,\n              47.4083\n            ],\n            [\n              -101.9556,\n              47.333\n            ],\n            [\n              -101.85,\n              47.333\n            ],\n            [\n              -101.85,\n              47.4083\n            ],\n            [\n              -101.9556,\n              47.4083\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -104.1667,\n              47.0433\n            ],\n            [\n              -104.1667,\n              46.9497\n            ],\n            [\n              -104.0692,\n              46.9497\n            ],\n            [\n              -104.0692,\n              47.0433\n            ],\n            [\n              -104.1667,\n              47.0433\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a6c1","contributors":{"authors":[{"text":"Emerson, Douglas G.","contributorId":40579,"corporation":false,"usgs":true,"family":"Emerson","given":"Douglas","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197352,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":39651,"text":"pp1398 - 1988 - The Pintail coal bed and barrier bar G: A model for coal of barrier bar-lagoon origin, Upper Cretaceous Almond Formation, Rock Springs coal field, Wyoming","interactions":[],"lastModifiedDate":"2022-12-05T21:13:54.793867","indexId":"pp1398","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"1398","title":"The Pintail coal bed and barrier bar G: A model for coal of barrier bar-lagoon origin, Upper Cretaceous Almond Formation, Rock Springs coal field, Wyoming","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1398","usgsCitation":"Roehler, H.W., 1988, The Pintail coal bed and barrier bar G: A model for coal of barrier bar-lagoon origin, Upper Cretaceous Almond Formation, Rock Springs coal field, Wyoming: U.S. Geological Survey Professional Paper 1398, Report: iv, 60 p.; 2 Plates: 43.00 × 29.00 inches and 33.00 × 32.00 inches, https://doi.org/10.3133/pp1398.","productDescription":"Report: iv, 60 p.; 2 Plates: 43.00 × 29.00 inches and 33.00 × 32.00 inches","costCenters":[],"links":[{"id":67339,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1398/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67338,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1398/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67337,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1398/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122248,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1398/report-thumb.jpg"},{"id":110592,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74206.htm","linkFileType":{"id":5,"text":"html"},"description":"74206"}],"country":"United States","state":"Wyoming","otherGeospatial":"Upper Cretaceous Almond Formation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -108.805,\n              41.4492\n            ],\n            [\n              -108.805,\n              41.25\n            ],\n            [\n              -108.9458,\n              41.25\n            ],\n            [\n              -108.9458,\n              41.4492\n            ],\n            [\n              -108.805,\n              41.4492\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67adec","contributors":{"authors":[{"text":"Roehler, H. W.","contributorId":16072,"corporation":false,"usgs":true,"family":"Roehler","given":"H.","middleInitial":"W.","affiliations":[],"preferred":false,"id":221908,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28631,"text":"wri874056 - 1988 - Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri874056","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":"87-4056","title":"Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico","docAbstract":"Declining groundwater levels resulting from groundwater withdrawals in the Santa Fe, New Mexico, area have caused concern about the future availability of water in the Tesuque aquifer system. This report describes the geohydrology of the Tesuque aquifer system in the Santa Fe area and presents a three-dimensional regional groundwater flow model which assesses the effects of existing and possible future groundwater withdrawals on the regional aquifer system. The model was calibrated using simulations of the predevelopment steady-state condition and the 1947-82 historical period. The response of the aquifer to two scenarios of future groundwater withdrawals from 1983 to 2020 was simulated. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874056","usgsCitation":"McAda, D.P., and Wasiolek, M., 1988, Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 87-4056, vii, 71 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874056.","productDescription":"vii, 71 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158829,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4056/report-thumb.jpg"},{"id":57471,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f2049","contributors":{"authors":[{"text":"McAda, D. P.","contributorId":93066,"corporation":false,"usgs":true,"family":"McAda","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200144,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wasiolek, Maryann","contributorId":57901,"corporation":false,"usgs":true,"family":"Wasiolek","given":"Maryann","email":"","affiliations":[],"preferred":false,"id":200143,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26957,"text":"wri874193 - 1988 - Regionalization of mean annual suspended-sediment loads in streams, central, northwestern, and southwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri874193","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":"87-4193","title":"Regionalization of mean annual suspended-sediment loads in streams, central, northwestern, and southwestern Colorado","docAbstract":"Regression analysis was used to develop models for estimating mean annual suspended-sediment loads for streams in Colorado. Mean annual suspended-sediment loads at 81 selected streamflow-gaging stations in the central, northwestern, and southwestern regions of Colorado were expressed as functions of geomorphic and hydrologic variables. A multiple-regression model that included mean basin elevation, mean annual streamflow, and drainage-basin area explained 78% of the variance in mean annual suspended-sediment load when all sites were analyzed together. The state was divided into four regions to decrease variance from spatial differences in geography and climate, and multiple-regression models were recomputed for each region. The best multiple-regression models for the central, northwestern, and southwestern regions of Colorado included mean annual streamflow and mean basin elevation. A multiple-regression model was not developed for eastern Colorado because few sites in this region had adequate sediment-load records. Regionalization of mean annual suspended-sediment loads resulted in improved multiple-regression models for the central, northwestern, and southwestern regions of Colorado. The regional multiple-regression models can be used to estimate mean annual suspended-sediment loads for other streams in these regions when mean annual streamflow and mean basin elevation are known. Regional regression models based only on drainage area also were developed, and they can be used to estimate mean annual suspended-sediment load when annual streamflow is unknown. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874193","usgsCitation":"Elliott, J.G., 1988, Regionalization of mean annual suspended-sediment loads in streams, central, northwestern, and southwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4193, iv, 24 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874193.","productDescription":"iv, 24 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158264,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4193/report-thumb.jpg"},{"id":55842,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4193/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c427","contributors":{"authors":[{"text":"Elliott, J. G.","contributorId":45341,"corporation":false,"usgs":true,"family":"Elliott","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197314,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28620,"text":"wri884158 - 1988 - Recharge to the Eagle Valley ground-water basin by streamflow in Vicee Canyon, west-central Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri884158","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":"88-4158","title":"Recharge to the Eagle Valley ground-water basin by streamflow in Vicee Canyon, west-central Nevada","docAbstract":"Recharge to groundwater could be increased by adding imported water to natural surface water flow in Vicee Canyon, in Eagle Valley, Nevada, where municipal pumping has caused as much as 50 ft of water level decline since 1972. Measurements of infiltration rates, percolation rates, and hydraulic conductivity indicate that the area could be conducive to artificial recharge from infiltration of augmented streamflow. Runoff creates natural infiltration beds on the floor of Vicee Canyon, but baseflow causes channelization and armoring of the stream channel, reducing infiltration rates from about 4 inches to 1 inch/hour. A water balance of the streamflow in Vicee Canyon indicates that 60 to 70% becomes recharge, and the remainder is lost to evaporation from a nearby gravel pit and evapotranspiration on the canyon floor. Estimates of recharge from measurements in the unsaturated and saturated zones account for about 45% of the total streamflow. Application of a groundwater flow model indicates that at present pumping rates, water levels below Vicee Canyon and at a nearby municipal well may rise about 15-30 ft after 5 years as a result of about 1 cu ft/sec of augmented streamflow infiltration. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884158","usgsCitation":"Maurer, D.K., and Fischer, J., 1988, Recharge to the Eagle Valley ground-water basin by streamflow in Vicee Canyon, west-central Nevada: U.S. Geological Survey Water-Resources Investigations Report 88-4158, vi, 65 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884158.","productDescription":"vi, 65 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159117,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4158/report-thumb.jpg"},{"id":57451,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4158/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a203","contributors":{"authors":[{"text":"Maurer, D. K.","contributorId":37757,"corporation":false,"usgs":true,"family":"Maurer","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":200126,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fischer, J.M. 0000-0003-2996-9272","orcid":"https://orcid.org/0000-0003-2996-9272","contributorId":74419,"corporation":false,"usgs":true,"family":"Fischer","given":"J.M.","affiliations":[],"preferred":false,"id":200127,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29811,"text":"wri884146 - 1988 - Estimation, analysis, sources, and verification of consumptive water use data in the Great Lakes-St. Lawrence River basin","interactions":[],"lastModifiedDate":"2023-03-07T21:36:16.690138","indexId":"wri884146","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":"88-4146","title":"Estimation, analysis, sources, and verification of consumptive water use data in the Great Lakes-St. Lawrence River basin","docAbstract":"<p>The Great Lakes-St. Lawrence River basin provides water for many uses and for wildlife habitat; thus many groups have developed strategies to manage the basin 's water resource. The International Joint Commission (IJC) is reviewing and comparing available consumptive-use data to assess the magnitude and effect of consumptive uses under present projected economic and hydraulic conditions on lake levels. As a part of this effort, the U.S. Geological Survey compared its own estimates of consumptive use in the United States with those generated by (1) the International Great Lakes Diversions and (2) the IJC. The U.S. Geological Survey also developed two methods of calculating consumptive-use projections for 1980 through 2000; one method yields an estimate of 6,490 cu ft/s for the year 2000; the other yields an estimate of 8,330 cu ft/s. These two projections could be considered the upper and lower limits for the year 2000. The reasons for the varying estimates are differences in (1) methods by which base year values were developed, and (2) the methods or models that were used to project consumptive-use values for the future. Acquisition of consumptive-use data from water users or governmental agencies or ministries would be desirable to minimize reliance on estimates.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884146","usgsCitation":"Snavely, D.S., 1988, Estimation, analysis, sources, and verification of consumptive water use data in the Great Lakes-St. Lawrence River basin: U.S. Geological Survey Water-Resources Investigations Report 88-4146, iv, 28 p., https://doi.org/10.3133/wri884146.","productDescription":"iv, 28 p.","costCenters":[],"links":[{"id":122730,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4146/report-thumb.jpg"},{"id":58612,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":413791,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47055.htm","linkFileType":{"id":5,"text":"html"}}],"country":"Canada, United States","otherGeospatial":"Great Lakes-St. Lawrence River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -92.34309234262025,\n              49.96207763484773\n            ],\n            [\n              -92.34309234262025,\n              40.684336825120965\n            ],\n            [\n              -70.33475867425648,\n              40.684336825120965\n            ],\n            [\n              -70.33475867425648,\n              49.96207763484773\n            ],\n            [\n              -92.34309234262025,\n              49.96207763484773\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb1be","contributors":{"authors":[{"text":"Snavely, D. S.","contributorId":103692,"corporation":false,"usgs":true,"family":"Snavely","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":202170,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29785,"text":"wri864055 - 1988 - Simulation of ground-water flow in the lower sand unit of the Potomac-Raritan-Magothy aquifer system, Philadelphia, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-12T13:40:09","indexId":"wri864055","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":"86-4055","title":"Simulation of ground-water flow in the lower sand unit of the Potomac-Raritan-Magothy aquifer system, Philadelphia, Pennsylvania","docAbstract":"Ground-water flow in the lower sand unit of the Potomac-Raritan-Magothy aquifer system in Philadelphia was simulated with a two-dimensional finite- difference ground-water model. The modeled 133-square-mile area also included parts of Delaware County, Pennsylvania, and Camden and Gloucester Counties, New Jersey. The lower sand unit is Cretaceous in age and consists of well- sorted coarse sand and fine gravel that grades upward into medium to fine sand containing a few thin beds of clay. The modeled aquifer consists of the lower sand unit in Philadelphia and the lowermost sand unit of the Potomac-Raritan-Magothy aquifer system in New Jersey. Throughout most of the area, the lower sand unit is overlain by a clay confining unit. Where the clay is absent, the lower sand unit is unconfined. A hydraulic conductivity of 1.6 x 10-3 foot per second and a storage coefficient of 3.0 x 10-4 was assigned to the lower sand unit based on 15 aquifer tests, and a hydraulic conductivity of 4.0 x 10-8 foot per second was assigned to the upper confining unit based on transient-flow sensitivity analysis. Water levels were not sensitive to changes in the value for specific storage of the upper confining unit, indicating that most vertical leakage occurs as steady leakage. Changes in the potentiometric surface of the lower sand unit for 1904-78 simulated. Differences between simulated and observed head generally were less than 10 feet.\r\n\r\n      Simulations were made to determine the effects on hydraulic head of increases in industrial pumpage of 5 and 10 Mgal/d (million gallons per day) and of an emergency 60 Mgal/d municipal water supply in Philadelphia. A 5- and 10-Mgal/d increase in industrial pumpage would lower heads in the lower sand unit by as much as 33 and 66 feet, respectively. Pumping 60 Mgal/d for 30 days for an emergency municipal supply would lower heads in the lower sand unit by as much as 121 feet.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864055","usgsCitation":"Sloto, R., 1988, Simulation of ground-water flow in the lower sand unit of the Potomac-Raritan-Magothy aquifer system, Philadelphia, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 86-4055, vi, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864055.","productDescription":"vi, 51 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":159677,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4055/report-thumb.jpg"},{"id":58586,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4055/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e499ee4b07f02db5bc81e","contributors":{"authors":[{"text":"Sloto, R. A.","contributorId":36155,"corporation":false,"usgs":true,"family":"Sloto","given":"R. A.","affiliations":[],"preferred":false,"id":202121,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29773,"text":"wri874196 - 1988 - Effects of urbanization on storm-runoff volume and peak discharge of Valley Creek, eastern Chester County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-12T13:32:55","indexId":"wri874196","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":"87-4196","title":"Effects of urbanization on storm-runoff volume and peak discharge of Valley Creek, eastern Chester County, Pennsylvania","docAbstract":"Peak discharge and runoff volume were simulated for 21 storms in the Valley Creek basin using the U.S. Geological Survey Distributed Routing Rainfall-Runoff Model (DR3M). Storm peak discharges ranged from 301 to 900 cubic feet per second. Rainfall was measured at three recording rain gages in the basin. Observed and simulated runoff volumes and peak discharges were compared for the upper 20.8 square miles of the basin. The average error for runoff volume was 29 percent. The average error for peak discharge was 19 percent for the 11 calibration storms and 32 percent for the 10 verification storms. Streamflow was routed to the Schuylkill River for the lower 2.6 square miles of the basin. Simulations were made to determine the effect on runoff volume and peak discharge of increasing impervious are from 9 percent to 15, 20, and 25 percent in the part of the basin most likely to be developed. For 25 percent impervious area, runoff volume would increase an average of 52 percent and peak discharge would increase an average of 55 percent for Valley Creek at the Pennsylvania Turnpike bridge. At the confluence of Valley Creek with the Schuylkill River, runoff volume would increase an average of 46 percent and peak discharge would increase an average of 50 percent.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874196","usgsCitation":"Sloto, R., 1988, Effects of urbanization on storm-runoff volume and peak discharge of Valley Creek, eastern Chester County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 87-4196, v, 32 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874196.","productDescription":"v, 32 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":122691,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4196/report-thumb.jpg"},{"id":58573,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4196/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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R. A.","contributorId":36155,"corporation":false,"usgs":true,"family":"Sloto","given":"R. A.","affiliations":[],"preferred":false,"id":202097,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":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":29772,"text":"wri864054 - 1988 - Effects of flood controls proposed for West Branch Brandywine Creek, Chester County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-12T13:42:27","indexId":"wri864054","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":"86-4054","title":"Effects of flood controls proposed for West Branch Brandywine Creek, Chester County, Pennsylvania","docAbstract":"Twenty-four-hour rainfall, distributed over time according to the U.S. Soil Conservation Service type II rainfall distribution, was used as input to calibrated rainfall-runoff models of three subbasins in the West Branch Brandywine Creek watershed. The effects of four proposed flood controls were evaluated by using these rainfalls to simulate discharge hydrographs with and without the flood controls and comparing the simulated peak discharges.\r\n\r\n      In the Honey Brook subbasin, 2-, 10-, and 100-year flood-discharge hydrographs were generated for station West Branch Brandywine Creek at Coatesville. For the 2- and 10-year floods, proposed flood controls would reduce the peak discharge from 1 to 8 percent. The combination of all three flood controls proposed for the Coatesville subbasin would reduce the 100-year peak discharge 44 percent.\r\n\r\n      In the Modena subbasin, 2-, 10-, and 100-year flood-discharge hydrographs were generated for station West Branch Brandywine Creek at Modena. A flood control proposed for Sucker Run, a tributary, would reduce the peak discharge of Sucker Run at State Route 82 by 22, 25, and 27 percent and the peak discharge of West Branch Brandywine Creek at Modena by 10, 6, and less than 1 percent for the 2-, 10-, and 100-year floods, respectively.\r\n\r\n      For the 2- and 10- year floods, flood control proposed for the Coatesville subbasin would have little effect on the peak discharge of West Branch Brandywine Creek at Modena. For the 100-year flood, the combination of all three flood controls proposed for the Coatesville subbasin would reduce the peak discharge at Modena 25 percent.\r\n\r\n      When flood control in the Modena subbasin was combined with flood control in the Coatesville subbasin, the 10-percent reduction in the 2-year flood peak of West Branch Brandywine Creek at Modena was due almost entirely to flood control in the Modena subbasin. For the 10-year flood, flood control in the Modena subbasin would reduce the peak discharge 6 percent, and any single flood control in the Coatesville subbasin would provide an additional 1 to 3 percent reduction. Although flood control in the Modena subbasin would have little effect on reducing the 100-year flood peak, it would provide an additional 5 percent reduction in the peak discharge, for a total reduction of 30 percent, when combined with the three flood controls in the Coatesville subbasin.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864054","usgsCitation":"Sloto, R., 1988, Effects of flood controls proposed for West Branch Brandywine Creek, Chester County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 86-4054, v, 28 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864054.","productDescription":"v, 28 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":123787,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4054/report-thumb.jpg"},{"id":58572,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4054/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsyvlania","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-75.6968,40.2417],[-75.6912,40.2388],[-75.6894,40.2378],[-75.6864,40.2387],[-75.6784,40.2436],[-75.6741,40.2458],[-75.6705,40.2466],[-75.6645,40.2461],[-75.6549,40.2428],[-75.6478,40.2404],[-75.6406,40.2371],[-75.6304,40.2347],[-75.6209,40.2305],[-75.6186,40.2277],[-75.6151,40.2245],[-75.6114,40.2244],[-75.6078,40.2258],[-75.6047,40.2275],[-75.6059,40.2294],[-75.6076,40.2326],[-75.6088,40.2348],[-75.6081,40.2366],[-75.605,40.2389],[-75.6014,40.2379],[-75.5997,40.2365],[-75.5973,40.2347],[-75.591,40.2214],[-75.5835,40.21],[-75.5801,40.2045],[-75.5796,40.2004],[-75.5766,40.1981],[-75.5724,40.1967],[-75.5694,40.1966],[-75.5676,40.1975],[-75.5645,40.2006],[-75.5644,40.2029],[-75.5655,40.207],[-75.5661,40.2093],[-75.5636,40.2101],[-75.5606,40.2096],[-75.5589,40.2073],[-75.5554,40.2023],[-75.5503,40.19],[-75.544,40.1794],[-75.5387,40.1739],[-75.527,40.1664],[-75.5275,40.1492],[-75.5239,40.1468],[-75.5184,40.1475],[-75.5127,40.1595],[-75.503,40.1593],[-75.5,40.1563],[-75.5036,40.1506],[-75.5107,40.1422],[-75.5088,40.1347],[-75.4905,40.1253],[-75.4729,40.1287],[-75.4611,40.1241],[-75.4627,40.119],[-75.4691,40.1169],[-75.4719,40.1116],[-75.4693,40.1066],[-75.4618,40.1027],[-75.4633,40.0971],[-75.4563,40.0945],[-75.4558,40.0876],[-75.4401,40.0941],[-75.4369,40.0899],[-75.42,40.0966],[-75.3927,40.0604],[-75.3669,40.0723],[-75.361,40.0668],[-75.3702,40.062],[-75.3732,40.0602],[-75.3811,40.0572],[-75.4012,40.0475],[-75.4025,40.0471],[-75.4086,40.0436],[-75.4128,40.0418],[-75.4106,40.0373],[-75.4076,40.0336],[-75.406,40.0295],[-75.4139,40.0242],[-75.4207,40.0202],[-75.4311,40.0118],[-75.4508,39.9958],[-75.452,39.9949],[-75.4532,39.994],[-75.4521,39.9926],[-75.4455,39.9925],[-75.4437,39.9925],[-75.4412,39.9933],[-75.4401,39.9915],[-75.4372,39.9865],[-75.4385,39.9842],[-75.4398,39.9811],[-75.4399,39.9793],[-75.4423,39.9788],[-75.4446,39.9807],[-75.4726,39.968],[-75.4993,39.9557],[-75.5024,39.9544],[-75.5079,39.9518],[-75.5152,39.9483],[-75.5224,39.9452],[-75.5243,39.9443],[-75.5202,39.9397],[-75.5191,39.9374],[-75.5306,39.9322],[-75.526,39.9239],[-75.5315,39.9218],[-75.5366,39.9305],[-75.5427,39.9274],[-75.5398,39.9242],[-75.5447,39.922],[-75.5424,39.9183],[-75.5502,39.9152],[-75.5468,39.9093],[-75.5553,39.9058],[-75.5576,39.9086],[-75.5601,39.9072],[-75.5583,39.904],[-75.562,39.9023],[-75.5711,39.897],[-75.573,39.8943],[-75.5714,39.8879],[-75.5799,39.8835],[-75.5822,39.8854],[-75.5834,39.8849],[-75.5852,39.8863],[-75.5888,39.8846],[-75.5842,39.8804],[-75.5981,39.8747],[-75.5952,39.8724],[-75.5934,39.8697],[-75.5935,39.8683],[-75.5959,39.8652],[-75.599,39.862],[-75.6003,39.8602],[-75.6015,39.858],[-75.601,39.8562],[-75.5975,39.8539],[-75.5939,39.8515],[-75.5946,39.8488],[-75.5965,39.8457],[-75.5978,39.8416],[-75.5973,39.8379],[-75.6146,39.835],[-75.6308,39.8314],[-75.6464,39.827],[-75.647,39.8268],[-75.6661,39.82],[-75.6775,39.8156],[-75.6928,39.8074],[-75.7056,39.7991],[-75.7177,39.7912],[-75.724,39.7866],[-75.7268,39.7845],[-75.7378,39.775],[-75.7476,39.7653],[-75.7551,39.756],[-75.7611,39.7478],[-75.7662,39.7393],[-75.77,39.731],[-75.7723,39.7231],[-75.7875,39.7231],[-76.0148,39.7228],[-76.1392,39.7223],[-76.1373,39.7262],[-76.1337,39.728],[-76.1307,39.728],[-76.1266,39.7265],[-76.1236,39.7242],[-76.1188,39.726],[-76.1187,39.7301],[-76.1205,39.7333],[-76.1198,39.7364],[-76.1144,39.7368],[-76.1115,39.735],[-76.1121,39.7318],[-76.1134,39.7287],[-76.1104,39.7268],[-76.1051,39.7254],[-76.0996,39.7285],[-76.0965,39.7326],[-76.0959,39.7362],[-76.0988,39.738],[-76.1018,39.7399],[-76.1018,39.7421],[-76.1011,39.7449],[-76.0957,39.7448],[-76.0909,39.7452],[-76.0873,39.7474],[-76.0842,39.7537],[-76.0841,39.7592],[-76.0804,39.7609],[-76.0678,39.7626],[-76.066,39.7644],[-76.0654,39.7671],[-76.0659,39.7708],[-76.0628,39.7734],[-76.0616,39.7752],[-76.0615,39.7789],[-76.0567,39.7802],[-76.0537,39.7819],[-76.0506,39.7846],[-76.0481,39.79],[-76.0444,39.7963],[-76.0377,39.8026],[-76.0352,39.808],[-76.0303,39.813],[-76.0308,39.8175],[-76.032,39.8207],[-76.0265,39.8247],[-76.0253,39.826],[-76.0252,39.8301],[-76.0234,39.831],[-76.0191,39.8319],[-76.0191,39.8337],[-76.0202,39.8378],[-76.023,39.8464],[-76.0217,39.8518],[-76.0211,39.8537],[-76.0181,39.8545],[-76.0163,39.854],[-76.0127,39.8531],[-76.0103,39.8531],[-76.0091,39.8544],[-76.007,39.8666],[-76.0051,39.8712],[-76.0039,39.873],[-76.0015,39.8738],[-75.9991,39.8734],[-75.9974,39.8715],[-75.9956,39.8701],[-75.9932,39.8697],[-75.9926,39.8706],[-75.9908,39.8719],[-75.9877,39.8732],[-75.9871,39.8746],[-75.9877,39.8768],[-75.9912,39.8801],[-75.9905,39.8828],[-75.9899,39.8868],[-75.9879,39.8927],[-75.9885,39.895],[-75.9902,39.8977],[-75.9943,39.901],[-75.9961,39.9028],[-75.9957,39.9236],[-75.9962,39.9259],[-75.998,39.9273],[-75.9968,39.9282],[-75.9938,39.9277],[-75.9926,39.9268],[-75.9914,39.9272],[-75.9902,39.9286],[-75.98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R. A.","contributorId":36155,"corporation":false,"usgs":true,"family":"Sloto","given":"R. A.","affiliations":[],"preferred":false,"id":202096,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28111,"text":"wri874265 - 1988 - Modifications of a three-dimensional ground-water flow model to account for variable water density and effects of multiaquifer wells","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri874265","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":"87-4265","title":"Modifications of a three-dimensional ground-water flow model to account for variable water density and effects of multiaquifer wells","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874265","usgsCitation":"Kontis, A., and Mandle, R., 1988, Modifications of a three-dimensional ground-water flow model to account for variable water density and effects of multiaquifer wells: U.S. Geological Survey Water-Resources Investigations Report 87-4265, vi, 78 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874265.","productDescription":"vi, 78 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119972,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4265/report-thumb.jpg"},{"id":56940,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4265/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db6285d5","contributors":{"authors":[{"text":"Kontis, A.L.","contributorId":69542,"corporation":false,"usgs":true,"family":"Kontis","given":"A.L.","affiliations":[],"preferred":false,"id":199240,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mandle, R.J.","contributorId":27090,"corporation":false,"usgs":true,"family":"Mandle","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":199239,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44376,"text":"wri874183 - 1988 - Ground-water availability in the central part of Lake Ontario basin, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:11:00","indexId":"wri874183","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":"87-4183","title":"Ground-water availability in the central part of Lake Ontario basin, New York","docAbstract":"A set of three maps showing surficial geology, distribution of glacial aquifers, and potential well yield in the 708 sq mi central part of the Lake Ontario basin are presented at a scale of 1:125,000. The basin is parallel to Lake Ontario and extends from Rochester in the west to Oswego in the east. Aquifers consisting primarily of sand and gravel formed where meltwaters from glaciers deposited kame and outwash sand and gravel and where wave action along shores of glacial lakes eroded, reworked , and deposited beaches. Thick deposits of well-sorted sand and gravel yield relatively large quantities of water - typically more than 100 gal/min. Aquifers consisting of thin beds of sand and (or) gravel or thick gravel that contain a large proportion of silt and fine sand yield moderate amounts of water, 10 to 100 gal/min. Dug and driven wells that tap fine to medium sand deposits typically yield 1 to 10 gal/min. (USGS)","language":"ENGLISH","doi":"10.3133/wri874183","usgsCitation":"Miller, T.S., and Krebs, M.M., 1988, Ground-water availability in the central part of Lake Ontario basin, New York: U.S. Geological Survey Water-Resources Investigations Report 87-4183, 3 maps ; 52 x 81 cm., on sheets 81 x 84 cm., folded in envelope 33 x 25 cm., https://doi.org/10.3133/wri874183.","productDescription":"3 maps ; 52 x 81 cm., on sheets 81 x 84 cm., folded in envelope 33 x 25 cm.","costCenters":[],"links":[{"id":169313,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81667,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4183/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81665,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4183/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81666,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4183/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d396","contributors":{"authors":[{"text":"Miller, Todd S. tsmiller@usgs.gov","contributorId":1190,"corporation":false,"usgs":true,"family":"Miller","given":"Todd","email":"tsmiller@usgs.gov","middleInitial":"S.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229663,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krebs, Martha M.","contributorId":95946,"corporation":false,"usgs":true,"family":"Krebs","given":"Martha","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":229664,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44381,"text":"wri874274 - 1988 - Potential yields of wells in unconsolidated aquifers in upstate New York — Lower Hudson sheet","interactions":[],"lastModifiedDate":"2022-05-19T19:28:46.653024","indexId":"wri874274","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":"87-4274","title":"Potential yields of wells in unconsolidated aquifers in upstate New York — Lower Hudson sheet","docAbstract":"This map shows the location and potential well yields from unconsolidated aquifers in the lower-Hudson region at a 1:250 ,000 scale. It also delineates segments of aquifers that are heavily used by community water systems and designated by the New York State Department of Environmental Conservation as ' Primary water supply ' aquifers and cites published reports that give detailed information on each area. Most aquifers were deposited in low-lying areas such as valleys or plains during deglaciation of the region. Thick, permeable, well-sorted sand and gravel deposits generally yield large quantities of water, more than 100 gal/min. Thin sand, sand and gravel deposits, or thicker gravel units that have a large content of silt and fine sand, yield moderate amounts of water, 10 to 100 gal/min. Wells dug in till and those drilled in bedrock commonly yield less than 10 gal/min. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874274","usgsCitation":"Bugliosi, E.F., and Trudell, R.A., 1988, Potential yields of wells in unconsolidated aquifers in upstate New York — Lower Hudson sheet: U.S. Geological Survey Water-Resources Investigations Report 87-4274, 1 Plate: 31.50 × 54.25 inches, https://doi.org/10.3133/wri874274.","productDescription":"1 Plate: 31.50 × 54.25 inches","costCenters":[],"links":[{"id":400831,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46919.htm"},{"id":81672,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4274/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":167926,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"lower Hudson River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.333,\n              40.8867\n            ],\n            [\n              -73.5,\n              40.8867\n            ],\n            [\n              -73.5,\n              42\n            ],\n            [\n              -75.333,\n              42\n            ],\n            [\n              -75.333,\n              40.8867\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d9d","contributors":{"authors":[{"text":"Bugliosi, Edward F. ebuglios@usgs.gov","contributorId":1083,"corporation":false,"usgs":true,"family":"Bugliosi","given":"Edward","email":"ebuglios@usgs.gov","middleInitial":"F.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229670,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trudell, Ruth A.","contributorId":82771,"corporation":false,"usgs":true,"family":"Trudell","given":"Ruth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":229671,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44382,"text":"wri874275 - 1988 - Potential yields of wells in unconsolidated aquifers in upstate New York — Hudson-Mohawk sheet","interactions":[],"lastModifiedDate":"2022-01-20T22:31:12.323362","indexId":"wri874275","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":"87-4275","title":"Potential yields of wells in unconsolidated aquifers in upstate New York — Hudson-Mohawk sheet","docAbstract":"<p>This map shows the location and potential well yields of unconsolidated aquifers in the Hudson-Mohawk region at a scale of 1:250,000. It also delineates segments of aquifers that are heavily used by community water systems and designated by the New York State Department of Environmental Conservation as ' Primary Water Supply ' aquifers, and cites published reports that give detailed information on each area. Most aquifers were deposited in low-lying areas such as valleys or plains during deglaciations of the region. Thick, permeable, well-sorted sand and gravel deposits generally yield large quantities of water, greater than 100 gal/min. Thin sand, sand and gravel deposits, or thicker gravel units that have a large content of silt and fine sand, yield moderate amounts of water, 10 to 100 gal/min. Wells dug in till and those drilled in bedrock commonly yield less than 10 gal/min.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874275","usgsCitation":"Bugliosi, E.F., Trudell, R.A., and Casey, G.D., 1988, Potential yields of wells in unconsolidated aquifers in upstate New York — Hudson-Mohawk sheet: U.S. Geological Survey Water-Resources Investigations Report 87-4275, 1 Plate: 32.88 × 41.75 inches, https://doi.org/10.3133/wri874275.","productDescription":"1 Plate: 32.88 × 41.75 inches","costCenters":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"links":[{"id":168017,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":394634,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46920.htm"},{"id":81673,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4275/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","otherGeospatial":"Hudson-Mohawk sheet","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.5,\n              42\n            ],\n            [\n              -73.25,\n              42\n            ],\n            [\n              -73.25,\n              43.5\n            ],\n            [\n              -75.5,\n              43.5\n            ],\n            [\n              -75.5,\n              42\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae1f1","contributors":{"authors":[{"text":"Bugliosi, Edward F. ebuglios@usgs.gov","contributorId":1083,"corporation":false,"usgs":true,"family":"Bugliosi","given":"Edward","email":"ebuglios@usgs.gov","middleInitial":"F.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229672,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trudell, Ruth A.","contributorId":82771,"corporation":false,"usgs":true,"family":"Trudell","given":"Ruth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":229673,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Casey, George D.","contributorId":105689,"corporation":false,"usgs":true,"family":"Casey","given":"George","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":229674,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"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":44383,"text":"wri874276 - 1988 - Potential yields of wells in unconsolidated aquifers in upstate New York — Adirondack sheet","interactions":[],"lastModifiedDate":"2022-01-26T19:19:36.327751","indexId":"wri874276","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":"87-4276","title":"Potential yields of wells in unconsolidated aquifers in upstate New York — Adirondack sheet","docAbstract":"This map shows the location and potential well yield from unconsolidated aquifers in the Adirondack region at a 1:250,000 scale. It also delineates segments of aquifers that are heavily used by community water systems and designated by the New York State Department of Environmental Conservation as ' Primary Water Supply ' aquifers and cites published reports that give detailed information on each area. Most aquifers were deposited in low-lying areas such as valleys or plains during deglaciation of the region. Thick, permeable, well-sorted sand and gravel deposits generally yield large quantities of water, greater than 100 gal/min. Thin sand, sand and gravel deposits, or thicker gravel units have a large content of silt and fine sand, yield moderate amounts of water, 10 to 100 gal/min. Wells dug in till and those drilled in bedrock commonly yield less than 10 gal/min. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874276","usgsCitation":"Bugliosi, E.F., Trudell, R.A., and Casey, G.D., 1988, Potential yields of wells in unconsolidated aquifers in upstate New York — Adirondack sheet: U.S. Geological Survey Water-Resources Investigations Report 87-4276, 1 Plate: 46.43 × 41.94 inches, https://doi.org/10.3133/wri874276.","productDescription":"1 Plate: 46.43 × 41.94 inches","costCenters":[],"links":[{"id":168018,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81674,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4276/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394890,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46921.htm"}],"country":"United States","state":"New York","otherGeospatial":"Adirondack sheet","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.377197265625,\n              42.99661231842139\n            ],\n            [\n              -73.32275390625,\n              42.99661231842139\n            ],\n            [\n              -73.32275390625,\n              45.00365115687186\n            ],\n            [\n              -75.377197265625,\n              45.00365115687186\n            ],\n            [\n              -75.377197265625,\n              42.99661231842139\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db6830cf","contributors":{"authors":[{"text":"Bugliosi, Edward F. ebuglios@usgs.gov","contributorId":1083,"corporation":false,"usgs":true,"family":"Bugliosi","given":"Edward","email":"ebuglios@usgs.gov","middleInitial":"F.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229675,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trudell, Ruth A.","contributorId":82771,"corporation":false,"usgs":true,"family":"Trudell","given":"Ruth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":229676,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Casey, George D.","contributorId":105689,"corporation":false,"usgs":true,"family":"Casey","given":"George","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":229677,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":33214,"text":"b1790 - 1988 - Geologic and hydrologic investigations of a potential nuclear waste disposal site at Yucca Mountain, southern Nevada","interactions":[],"lastModifiedDate":"2025-01-27T19:16:44.250593","indexId":"b1790","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1790","title":"Geologic and hydrologic investigations of a potential nuclear waste disposal site at Yucca Mountain, southern Nevada","docAbstract":"<p>Crustal velocity sections based on two seismic-refraction profiles are presented for the area west of Yucca Mountain, Nye County, Nevada. The Crater Flat profile is interpreted in terms of six velocity layers ranging from 1.5 to 6.1 km/s. Interpretation of the Beatty profile reveals an escarpment near the northeast edge of Bare Mountain, where Paleozoic rocks are probably down-faulted 2600 m into a volcano-tectonic depression in Crater Flat. The seismic profiles and inferred density-velocity relations have been incorporated into an east-west gravity model from Death Valley to Crater Flat, corresponding to the Beatty seismic profile. An important feature of this model is the inferred continuity of a layer interpreted as the lower plate of a regional decollement or detachment fault.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/b1790","usgsCitation":"1988, Geologic and hydrologic investigations of a potential nuclear waste disposal site at Yucca Mountain, southern Nevada: U.S. Geological Survey Bulletin 1790, v, 152 p., https://doi.org/10.3133/b1790.","productDescription":"v, 152 p.","costCenters":[{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"links":[{"id":60999,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1790/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":163311,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1790/report-thumb.jpg"},{"id":402072,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_21937.htm","text":"Preliminary study of Quaternary faulting on the east side of Bare Mountain, Nye County, Nevada [chapter 8]","linkFileType":{"id":5,"text":"html"}},{"id":481287,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_21938.htm","text":"Regional geologic and geophysical maps of the southern Great Basin [chapter 2]","linkFileType":{"id":5,"text":"html"}},{"id":481288,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_21939.htm","text":"Volcano-tectonic setting of Yucca Mountain and Crater Flat, southwestern Nevada [chapter 4]","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Nevada","otherGeospatial":"Yucca Mountain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.48254394531249,\n              36.91352904330221\n            ],\n            [\n              -116.43602371215822,\n              36.91352904330221\n            ],\n            [\n              -116.43602371215822,\n              36.95757376878687\n            ],\n            [\n              -116.48254394531249,\n              36.95757376878687\n            ],\n            [\n              -116.48254394531249,\n              36.91352904330221\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a81b9","contributors":{"editors":[{"text":"Carr, Michael D.","contributorId":106178,"corporation":false,"usgs":true,"family":"Carr","given":"Michael","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":729741,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Yount, James C.","contributorId":39341,"corporation":false,"usgs":true,"family":"Yount","given":"James C.","affiliations":[],"preferred":false,"id":729742,"contributorType":{"id":2,"text":"Editors"},"rank":2}]}}
,{"id":26743,"text":"wri884003 - 1988 - Preliminary evaluation of the hydrogeologic system in Owens Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri884003","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":"88-4003","title":"Preliminary evaluation of the hydrogeologic system in Owens Valley, California","docAbstract":"A preliminary, two-layer, steady-state, groundwater flow model was used to evaluate present data and hydrologic concepts of Owens Valley, California. Simulations of the groundwater system indicate that areas where water levels are most affected by changes in recharge and discharge are near toes of alluvial fans and along the edge of permeable volcanic deposits. Sensitivity analysis for each model parameter shows that steady state simulations are most sensitive to uncertainties in evapotranspiration rates. Tungsten Hills, Poverty Hills, and Alabama Hills were found to act as virtually impermeable barriers to groundwater flow. Accurate simulation of the groundwater system between Bishop and Lone Pine appears to be possible without simulating the groundwater system in Round Valley, near Owens Lake, or in aquifer materials more than 1,000 ft below land surface. Although vast amounts of geologic and hydrologic data have been collected for Owens Valley, many parts of the hydrogeologic system have not been defined with sufficient detail to answer present water management questions. Location and extent of geologic materials that impede the vertical movement of water are poorly documented. The likely range of aquifer characteristics, except vertical hydraulic conductivity, is well known, but spatial distribution of these characteristics is not well documented. A set of consistent water budgets is needed, including one for surface water, groundwater, and the entire valley. The largest component of previous water budgets (evapotranspiration) is largely unverified. More definitive estimates of local gains and losses for Owens River are needed. Although groundwater pumpage from each well is measured, the quantity of withdrawal from different zones of permeable material has not been defined. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884003","usgsCitation":"Danskin, W., 1988, Preliminary evaluation of the hydrogeologic system in Owens Valley, California: U.S. Geological Survey Water-Resources Investigations Report 88-4003, v, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884003.","productDescription":"v, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158543,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4003/report-thumb.jpg"},{"id":55620,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4003/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c40a","contributors":{"authors":[{"text":"Danskin, W.R. 0000-0001-8672-5501","orcid":"https://orcid.org/0000-0001-8672-5501","contributorId":22713,"corporation":false,"usgs":true,"family":"Danskin","given":"W.R.","affiliations":[],"preferred":false,"id":196923,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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