{"pageNumber":"484","pageRowStart":"12075","pageSize":"25","recordCount":16502,"records":[{"id":70044335,"text":"70044335 - 1989 - Paleohydrology of the Anadarko Basin, central United States","interactions":[],"lastModifiedDate":"2013-03-03T10:52:25","indexId":"70044335","displayToPublicDate":"2013-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"seriesNumber":"90","title":"Paleohydrology of the Anadarko Basin, central United States","docAbstract":"Geohydrologic systems in the Anadarko basin in the central United States are controlled by topography, climate, geologic structures, and aquifer hydraulic properties, all of which are the result of past geologic and hydrologic processes, including tectonics and diagenesis. From Late Cambrian through Middle Ordovician time, a generally transgressive but cyclic sea covered the area. The first deposits were permPable sand, followed by calcareous mud. During periods of sea transgression, burial diagenesis decreased porosity and permeability. During periods of sea recession, uplift diagenesis increased porosity and permeability, especially in exposed rocks. During most of Silurian and Devonian time, the sea receded; increased porosity and permeability resulted from uplift diagenesis. However, at the end of the Devonian and during the Early Mississippian, very slightly permeable clay, which now is a regional confining unit, was deposited in a mostly euxinic sea. Later during Mississippian time, calcareous muds, which became limestone, were deposited in and adjacent to the Anadarko basin and underwent burial diagenesis. During Pennsylvanian time, rapid sedimentation accompanied rapid subsidence in the Anadarko basin. A geopressure zone probably resulted when sediments with little permeability trapped depositional water in Lower Pennsylvanian sands. Burial diagenesis included compaction and thermal alteration of deeply buried organic material, which released carbon dioxide, water, and hydrocarbons. By Middle Pennsylvanian time, the sea had submerged most of the central United States, including the Ozarks, as tectonic activity reached its maximum. During Late Pennsylvanian and Early Permian time, the Ouachita uplift had been formed and was higher than the Ozarks. Uplift was accompanied by a regional upward tilt toward the Ouachita-Ozarks area; the sea receded westward, depositing large quantities of calcareous mud and clay, and precipitating evaporitic material in the restricted-circulation environment. By the end of Permian time, > 20,000 ft of Pennsylvanian and Permian sediments had been deposited in the Anadarko basin. These thick sediments caused rapid and extreme burial diagenesis, including alteration of organic material. During Permian time in the Ozarks area, development of the Ozark Plateaus aquifer system commenced in the permeable Cambrian-Mississippian rocks near the St. Francois Mountains as the Pennsylvanian confining material was removed. Since Permian time, uplift diagenesis has been more active than burial diagenesis in the Anadarko basin. Synopsis of paleohydrologic interpretation indicates that Cambrian-Mississippian rocks in the Anadarko basin should be relatively impermeable, except for local secondary permeability, because rocks in the basin have undergone little uplift diagenesis.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Anadarko Basin symposium (Circular 90)","largerWorkSubtype":{"id":4,"text":"Other Government Series"},"language":"English","publisher":"Oklahoma Geological Survey","publisherLocation":"Norman, OK","collaboration":"Proceedings of a symposium held April 5-6, 1988, at Norman, Oklahoma; cosponsored by the Oklahoma Geological Survey and the U.S. Geological Survey","usgsCitation":"Jorgensen, D.G., 1989, Paleohydrology of the Anadarko Basin, central United States, chap. <i>of</i> Anadarko Basin symposium (Circular 90), p. 176-193.","productDescription":"18 p.","startPage":"176","endPage":"193","costCenters":[],"links":[{"id":268683,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":268682,"type":{"id":11,"text":"Document"},"url":"https://www.ogs.ou.edu/pubsscanned/Circulars/Circular90.pdf"}],"country":"United States","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -126.0,23.5 ], [ -126.0,50.0 ], [ -66.9,50.0 ], [ -66.9,23.5 ], [ -126.0,23.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"51347f09e4b0e1603e4fec62","contributors":{"authors":[{"text":"Jorgensen, Donald G.","contributorId":19537,"corporation":false,"usgs":true,"family":"Jorgensen","given":"Donald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":475307,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70039577,"text":"70039577 - 1989 - Resident research associateships, postdoctoral research awards 1989: opportunities for research at the U.S. Geological Survey, U.S. Department of the Interior","interactions":[],"lastModifiedDate":"2012-08-14T01:01:44","indexId":"70039577","displayToPublicDate":"2012-01-01T21:10:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":371,"text":"Monograph","active":false,"publicationSubtype":{"id":6}},"title":"Resident research associateships, postdoctoral research awards 1989: opportunities for research at the U.S. Geological Survey, U.S. Department of the Interior","docAbstract":"The scientists of the U.S. Geological Survey are engaged in a wide range of geologic, geophysical, geochemical, hydrologic, and cartographic programs, including the application of computer science to them. These programs offer exciting possibilities for scientific achievement and professional growth to young scientists through participation as Research Associates.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/70039577","usgsCitation":"Water Resources Division, U.S. Geological Survey, and U.S. National Research Council, 1989, Resident research associateships, postdoctoral research awards 1989: opportunities for research at the U.S. Geological Survey, U.S. Department of the Interior: Monograph, v, 122 p., https://doi.org/10.3133/70039577.","productDescription":"v, 122 p.","numberOfPages":"130","costCenters":[],"links":[{"id":259585,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505aa97be4b0c8380cd85e0e","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":535373,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"U.S. National Research Council","contributorId":128227,"corporation":true,"usgs":false,"organization":"U.S. National Research Council","id":535374,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70007018,"text":"70007018 - 1989 - Recent increases in atmospheric deposition of mercury to North-Central Wisconsin lakes inferred from sediment analyses","interactions":[],"lastModifiedDate":"2012-08-16T01:02:06","indexId":"70007018","displayToPublicDate":"2012-01-01T10:26:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":887,"text":"Archives of Environmental Contamination and Toxicology","active":true,"publicationSubtype":{"id":10}},"title":"Recent increases in atmospheric deposition of mercury to North-Central Wisconsin lakes inferred from sediment analyses","docAbstract":"Profiles of total mercury (Hg) concentrations in sediments were examined in 11 lakes in north-central  Wisconsin having a broad range of pH (5.1 to 7.8) and alkalinity (-12 to 769  &mu;eq/L). Mercury concentrations  were greatest in the top 15 cm of the cores and were much lower in the deeper strata. The Hg content in the most  enriched stratum of individual cores ranged from 0.09 to 0.24  &mu;g/g dry weight, whereas concentrations in  deep, precolonial strata ranged from 0.04 to 0.07  &mu;g/g. Sediment enrichment factors varied from 0.8 to 2.8  and were not correlated with lake pH. The increase in the Hg content of recent sediments was attributed to increased atmospheric deposition of the metal. Eight of the 11 systems studied were low-alkalinity lakes that presumably received most (&ge;90%) of their hydrologic input from precipitation falling directly onto the lake surface. Thus, the sedimentary Hg in these lakes seems more likely linked to direct atmospheric deposition onto the lake surfaces than to influxes from the watershed. The data imply that a potentially significant fraction of the high Hg  burdens measured in game fish in certain lakes in north-central Wisconsin originated from atmospheric sources.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Archives of Environmental Contamination and Toxicology","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Springer","publisherLocation":"Amsterdam, Netherlands","doi":"10.1007/BF01056202","collaboration":"Abstract has subscript/superscript to be fixed","usgsCitation":"Rada, R., Wiener, J., Winfrey, M., and Powell, D., 1989, Recent increases in atmospheric deposition of mercury to North-Central Wisconsin lakes inferred from sediment analyses: Archives of Environmental Contamination and Toxicology, v. 18, no. 1-2, p. 175-181, https://doi.org/10.1007/BF01056202.","productDescription":"7 p.","startPage":"175","endPage":"181","numberOfPages":"7","costCenters":[{"id":606,"text":"Upper Midwest Environmental Sciences Center","active":true,"usgs":true}],"links":[{"id":259637,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":259618,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF01056202","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Wisconsin","volume":"18","issue":"1-2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a9622e4b0c8380cd81e0f","contributors":{"authors":[{"text":"Rada, R.G.","contributorId":7651,"corporation":false,"usgs":true,"family":"Rada","given":"R.G.","affiliations":[],"preferred":false,"id":355680,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wiener, J.G.","contributorId":44107,"corporation":false,"usgs":true,"family":"Wiener","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":355681,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Winfrey, M.R.","contributorId":52337,"corporation":false,"usgs":true,"family":"Winfrey","given":"M.R.","email":"","affiliations":[],"preferred":false,"id":355682,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Powell, D.E.","contributorId":72093,"corporation":false,"usgs":true,"family":"Powell","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":355683,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70000606,"text":"70000606 - 1989 - Diel drift of Chironomidae larvae in a pristine Idaho mountain stream","interactions":[],"lastModifiedDate":"2012-03-08T17:16:38","indexId":"70000606","displayToPublicDate":"2010-09-28T23:09:28","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1919,"text":"Hydrobiologia","onlineIssn":"1573-5117","printIssn":"0018-8158","active":true,"publicationSubtype":{"id":10}},"title":"Diel drift of Chironomidae larvae in a pristine Idaho mountain stream","docAbstract":"Simultaneous hourly net collections in a meadow and canyon reach of a mountain stream determined diel and spatial abundances of drifting Chironomidae larvae. Sixty-one taxa were identified to the lowest practical level, 52 in the meadow and 41 in the canyon. Orthocladiinae was the most abundant subfamily with 32 taxa and a 24 h mean density of 294 individuals 100 m-3 (meadow) and 26 taxa and a mean of 648 individuals 100 m-3 (canyon). Chironominae was the second most abundant subfamily. Nonchironomid invertebrates at both sites and total Chironomidae larvae (meadow) were predominantly night-drifting. Parakiefferiella and Psectrocladius were day-drifting (meadow) whereas 8 other chironomid taxa (meadow) and 2 taxa (canyon) were night-drifting. All others were aperiodic or too rare to test periodicity, Stempellinella cf brevis Edwards exhibited catastrophic drift in the canyon only. The different drift patterns between sites is attributed to greater loss of streambed habitat in the canyon compared to the meadow as streamflow decreased. Consequent crowding of chironomid larvae in the canyon caused catastrophic drift or interfered with drift periodicty. This study adds to knowledge of Chironomidae drift and shows influences on drift of hydrologic and geomorphic conditions. ?? 1989 Kluwer Academic Publishers.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Hydrobiologia","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Kluwer Academic Publishers","doi":"10.1007/BF00014061","issn":"00188158","usgsCitation":"Tilley, L.J., 1989, Diel drift of Chironomidae larvae in a pristine Idaho mountain stream: Hydrobiologia, v. 174, no. 2, p. 133-149, https://doi.org/10.1007/BF00014061.","startPage":"133","endPage":"149","costCenters":[],"links":[{"id":18975,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF00014061"},{"id":203555,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"174","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ade95","contributors":{"authors":[{"text":"Tilley, L. J.","contributorId":91836,"corporation":false,"usgs":true,"family":"Tilley","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":346403,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70015685,"text":"70015685 - 1989 - Seepage through a hazardous-waste trench cover","interactions":[],"lastModifiedDate":"2025-04-24T16:33:21.940769","indexId":"70015685","displayToPublicDate":"2003-04-23T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Seepage through a hazardous-waste trench cover","docAbstract":"Water movement through a waste-trench cover under natural conditions at a low-level radioactive waste disposal site in northwestern Illinois was studied from July 1982 to June 1984, using tensiometers, a moisture probe, and meteorological instruments. Four methods were used to estimate seepage: the Darcy, zero-flux plane, surface-based water-budget, and groundwater-based water-budget methods. Annual seepage estimates ranged from 48 to 216 mm (5-23% of total precipitation), with most seepage occurring in spring. The Darcy method, although limited in accuracy by uncertainty in hydraulic conductivity, was capable of discretizing seepage in space and time and indicated that seepage varied by almost an order of magnitude across the width of the trench. Lowest seepage rates occurred near the center of the cover, where seepage was gradual. Highest rates occurred along the edge of the cover, where seepage was highly episodic, with 84% of the total there being traced to wetting fronts from 28 individual storms. Limitations of the zero-flux-plane method were severe enough for the method to be judged inappropriate for use in this study.Water movement through a waste-trench cover under natural conditions at a low-level radioactive waste disposal site in northwestern Illinois was studied from July 1982 to June 1984, using tensiometers, a moisture probe, and meteorological instruments. Four methods were used to estimate seepage: the Darcy, zero-flux plane, surface-based water-budget, and groundwater-based water-budget methods. Annual seepage estimates ranged from 48 to 216mm (5-23% of total precipitation), with most seepage occurring in spring. The Darcy method, although limited in accuracy by uncertainty in hydraulic conductivity, was capable of discretizing seepage in space and time and indicated that seepage varied by almost an order of magnitude across the width of the trench. Lowest seepage rates occurred near the center of the cover, where seepage was gradual. Highest rates occurred along the edge of the cover, where seepage was highly episodic, with 84% of the total there being traced to wetting fronts from 28 individual storms. Limitations of the zero-flux-plane method were severe enough for the method to be judged inappropriate for use in this study.","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(89)90284-9","issn":"00221694","usgsCitation":"Healy, R.W., 1989, Seepage through a hazardous-waste trench cover: Journal of Hydrology, v. 108, no. 1-4, p. 213-234, https://doi.org/10.1016/0022-1694(89)90284-9.","productDescription":"22 p.","startPage":"213","endPage":"234","costCenters":[],"links":[{"id":223948,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Illinois","county":"Bureau County","city":"Sheffield","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.6309,41.5867],[-89.6266,41.5862],[-89.5179,41.5867],[-89.5124,41.5867],[-89.4025,41.5862],[-89.3945,41.5862],[-89.338,41.5866],[-89.335,41.5866],[-89.3337,41.5866],[-89.2859,41.5856],[-89.2766,41.5856],[-89.168,41.5845],[-89.1676,41.5418],[-89.1672,41.4964],[-89.1668,41.4542],[-89.1664,41.4079],[-89.1654,41.3661],[-89.1649,41.3221],[-89.165,41.3099],[-89.1803,41.309],[-89.1962,41.3113],[-89.2078,41.3127],[-89.2249,41.3137],[-89.25,41.3205],[-89.2646,41.3219],[-89.2677,41.3219],[-89.2732,41.3206],[-89.275,41.3192],[-89.2824,41.3138],[-89.3124,41.3047],[-89.3344,41.3007],[-89.3387,41.298],[-89.3405,41.2957],[-89.3405,41.2934],[-89.3406,41.2889],[-89.3387,41.2853],[-89.3375,41.2816],[-89.3381,41.2775],[-89.3449,41.263],[-89.3479,41.2567],[-89.351,41.249],[-89.3553,41.2336],[-89.3926,41.2336],[-89.4665,41.2336],[-89.4659,41.1488],[-89.6392,41.1487],[-89.6394,41.2331],[-89.7414,41.2339],[-89.7554,41.2338],[-89.8568,41.2345],[-89.8572,41.3207],[-89.8559,41.4088],[-89.8555,41.4523],[-89.8563,41.4973],[-89.8564,41.5191],[-89.8601,41.519],[-89.861,41.5858],[-89.7481,41.586],[-89.7444,41.586],[-89.6309,41.5867]]]},\"properties\":{\"name\":\"Bureau\",\"state\":\"IL\"}}]}","volume":"108","issue":"1-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b8ad9e4b08c986b317401","contributors":{"authors":[{"text":"Healy, R. W.","contributorId":89872,"corporation":false,"usgs":true,"family":"Healy","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":371524,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70015437,"text":"70015437 - 1989 - An analysis of trichloroethylene movement in groundwater at Castle Air Force Base, California","interactions":[],"lastModifiedDate":"2025-04-24T16:45:01.148712","indexId":"70015437","displayToPublicDate":"2003-04-04T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"An analysis of trichloroethylene movement in groundwater at Castle Air Force Base, California","docAbstract":"<p>A trichloroethylene (TCE) plume has been identified in the groundwater under a U.S. Air Force Base in the Central Valley of California. An areal, two-dimensional numerical solute transport model indicates that the movement of TCE due to advection, dispersion, and linear sorption is simulated over a 25-year historic period. The model is used in several ways: (1) to estimate the extent of the plume; (2) to confirm the likely sources of contamination as suggested by a soil organic vapor survey of the site; and (3) to make predictions about future movement of the plume. Despite the noisy and incomplete data set, the model reproduces the general trends in contamination at a number of observation wells. The analysis indicates that soil organic vapor monitoring is an effective tool for identifying contaminant source locations. Leaky sewer pipes and underground tanks are the indicated pathways for TCE to have entered the groundwater system. The chemical mass balance indicates that a total of about 100 gallons of TCE - a relatively small amount of organic solvent - has created the observed groundwater plume.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(89)90235-7","issn":"00221694","usgsCitation":"Avon, L., and Bredehoeft, J., 1989, An analysis of trichloroethylene movement in groundwater at Castle Air Force Base, California: Journal of Hydrology, v. 110, no. 1-2, p. 23-50, https://doi.org/10.1016/0022-1694(89)90235-7.","productDescription":"28 p.","startPage":"23","endPage":"50","costCenters":[],"links":[{"id":223986,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Castle Air Force Base","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -120.58292229232788,\n              37.40967525409492\n            ],\n            [\n              -120.58292229232788,\n              37.366857979781145\n            ],\n            [\n              -120.53481147660648,\n              37.366857979781145\n            ],\n            [\n              -120.53481147660648,\n              37.40967525409492\n            ],\n            [\n              -120.58292229232788,\n              37.40967525409492\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"110","issue":"1-2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e9f6e4b0c8380cd4855a","contributors":{"authors":[{"text":"Avon, L.","contributorId":39944,"corporation":false,"usgs":true,"family":"Avon","given":"L.","email":"","affiliations":[],"preferred":false,"id":370931,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bredehoeft, J.D.","contributorId":12836,"corporation":false,"usgs":true,"family":"Bredehoeft","given":"J.D.","affiliations":[],"preferred":false,"id":370930,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70015690,"text":"70015690 - 1989 - Analysis of the shallow groundwater flow system near Connetqout Brook, Long Island, New York","interactions":[],"lastModifiedDate":"2025-04-24T16:28:04.334166","indexId":"70015690","displayToPublicDate":"2003-04-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Analysis of the shallow groundwater flow system near Connetqout Brook, Long Island, New York","docAbstract":"<p>Streamflow on Long Island is derived principally from shallow groundwater that flows above the deeper regional flow system. The movement of shallow groundwater was studied during 1975-1982 at Connetquot Brook - an undisturbed stream in Connetquot River State Park - in south-central Long Island. The investigation encompassed: (1) field studies of streamflow, groundwater levels, and age of water as indicated by tritium concentrations, and (2) numerical simulation of the shallow flow system to evaluate the hydraulic factors that influence groundwater flow near and beneath the stream. </p><p>Analysis of water-level data indicates that groundwater flow is essentially horizontal throughout the drainage basin except near and beneath the stream, where it moves upward diagonally and discharges into the streambank at three sites were 1-2 ft higher than stream stage in the and in wells driven into the streambank at three sites were 1-2 ft higher than stream stage in the first 5 ft of penetration. Increases in head, which were detected to depths of 30 ft beneath the streambed, indicate upward movement of water above that depth. </p><p>Water samples from selected wells were analyzed for tritium concentration to determine the relative age of water to locate the bottom boundary of the shallow flow system. Tritium concentrations indicate that the lower boundary is from 45 to 100 ft below the water table. </p><p>A two-dimensional cross-sectional flow model of the shallow flow system indicated that: (1) stream width and streambed hydraulic conductivity influence heads mostly within about 50 ft of the stream; (2) the thickness of the shallow flow system influences heads more distant from the stream but has a negligible effect near the stream; and (3) the quantity of water entering the system as recharge from precipitation influences the heads throughout the area. </p><p>Field measurements of hydraulic head indicate the shallow flow system to extend to about 30 ft below the stream channel. Results of the sensitivity analysis indicate that the thickness of the shallow system has a negligible effect on head distribution beneath the stream.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(89)90059-0","issn":"00221694","usgsCitation":"Prince, K.R., Reilly, T.E., and Franke, O., 1989, Analysis of the shallow groundwater flow system near Connetqout Brook, Long Island, New York: Journal of Hydrology, v. 107, no. 1-4, p. 223-250, https://doi.org/10.1016/0022-1694(89)90059-0.","productDescription":"28 p.","startPage":"223","endPage":"250","costCenters":[],"links":[{"id":224054,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"Connetqout Brook, Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -73.19411787759238,\n              40.80361542962291\n            ],\n            [\n              -73.19411787759238,\n              40.73509468849525\n            ],\n            [\n              -73.1022342051635,\n              40.73509468849525\n            ],\n            [\n              -73.1022342051635,\n              40.80361542962291\n            ],\n            [\n              -73.19411787759238,\n              40.80361542962291\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"107","issue":"1-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059eb40e4b0c8380cd48cf3","contributors":{"authors":[{"text":"Prince, K. R.","contributorId":7328,"corporation":false,"usgs":true,"family":"Prince","given":"K.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":371533,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reilly, T. E.","contributorId":79460,"corporation":false,"usgs":true,"family":"Reilly","given":"T.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":371535,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Franke, O.L.","contributorId":57082,"corporation":false,"usgs":true,"family":"Franke","given":"O.L.","affiliations":[],"preferred":false,"id":371534,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70015462,"text":"70015462 - 1989 - Effects of variations in recharge on groundwater quality","interactions":[],"lastModifiedDate":"2025-04-23T16:56:43.907849","indexId":"70015462","displayToPublicDate":"2003-04-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Effects of variations in recharge on groundwater quality","docAbstract":"<p>The predominant regional effect of recharge on municipal groundwater quality in Kansas is the dilution of mineralized water in aquifers with relatively shallow water tables. The individual dissolved constituents contributing most to the water-quality variations are sulfate and chloride, and the calcium and sodium accompanying them, which are derived from the dissolution of evaporite minerals within the aquifer or from saline formation water in bedrock underlying the aquifer. The relationship between recharge and groundwater-quality variation can be quantified by associating certain climatic indices, especially the Palmer Drought Index, with quality observations. The response time of the maximum water-quality change relative to the occurrence of drought or substantial recharge ranges from a month to 3 years depending on the aquifer characteristics, and is generally proportional to the saturated thickness and specific yield. The response time is also affected by discharge to and recharge from nearby streams and by the well construction, particularly the placement of the screened interval, and pumping stress.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(89)90170-4","issn":"00221694","usgsCitation":"Whittemore, D.O., McGregor, K., and Marotz, G., 1989, Effects of variations in recharge on groundwater quality: Journal of Hydrology, v. 106, no. 1-2, p. 131-145, https://doi.org/10.1016/0022-1694(89)90170-4.","productDescription":"15 p.","startPage":"131","endPage":"145","costCenters":[],"links":[{"id":223602,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"106","issue":"1-2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a082fe4b0c8380cd519f3","contributors":{"authors":[{"text":"Whittemore, Donald O.","contributorId":28748,"corporation":false,"usgs":false,"family":"Whittemore","given":"Donald","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":371007,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McGregor, K.M.","contributorId":97641,"corporation":false,"usgs":true,"family":"McGregor","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":371009,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Marotz, G.A.","contributorId":75692,"corporation":false,"usgs":true,"family":"Marotz","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":371008,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70015592,"text":"70015592 - 1989 - Reconnaissance estimates of natural recharge to desert basins in Nevada, U.S.A., by using chloride-balance calculations","interactions":[],"lastModifiedDate":"2025-04-24T16:15:51.819608","indexId":"70015592","displayToPublicDate":"2003-04-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Reconnaissance estimates of natural recharge to desert basins in Nevada, U.S.A., by using chloride-balance calculations","docAbstract":"<p>A chloride-balance method for estimating average natural recharge to groundwater basins in the Basin and Range Province of the western United States may be a useful alternative or complement to current techniques. The chloride-balance method, as presented in this paper, equates chloride in recharge water and runoff to chloride deposited in mountainous recharge-source areas by precipitation and dry fallout. Given estimates of annual precipitation on these source areas and chloride concentrations of bulk precipitation and recharge water, the rate of recharge can be estimated providing that: (1) no other major sources of chloride exist; (2) direct runoff to discharge areas in the basin is small or can otherwise be taken in account in the balance; and (3) the recharge sources for the basin are correctly delineated. The estimates are sensitive to the estimated rate of input of chloride from the atmosphere; this is the greatest data need for future applications of the method. Preliminary applications of the method to sixteen basins in Nevada, including Las Vegas Valley, indicate that the method can be a useful tool for hydrologists and resource managers. Correlation coefficients between recharge efficiencies for the basins - estimated on the basis of recharge estimates that use the chloride-balance method and two other currently used techniques - range from 0.54 to 0.95, depending on assumptions about where the method may be applied.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(89)90166-2","issn":"00221694","usgsCitation":"Dettinger, M.D., 1989, Reconnaissance estimates of natural recharge to desert basins in Nevada, U.S.A., by using chloride-balance calculations: Journal of Hydrology, v. 106, no. 1-2, p. 55-78, https://doi.org/10.1016/0022-1694(89)90166-2.","productDescription":"24 p.","startPage":"55","endPage":"78","costCenters":[],"links":[{"id":224103,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United 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,{"id":70015117,"text":"70015117 - 1989 - Sediment concentration versus water discharge during single hydrologic events in rivers","interactions":[],"lastModifiedDate":"2025-04-24T17:06:38.471714","indexId":"70015117","displayToPublicDate":"2003-03-27T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Sediment concentration versus water discharge during single hydrologic events in rivers","docAbstract":"<p>Relations between sediment concentration (<i>C</i>) and water discharge (<i>Q</i>) for a hydrologic event, such as a flood, are studied qualitatively by analyzing \"smoothed\" temporal graphs (discharge and concentration vs. time) in terms of mode, spread, and skewness. Comparing C Q ratios at a given discharge on the rising and falling limbs of the discharge hydrograph provides a consistent, reliable method for categorizing C-Q relations. Five common classes of such relations are single-valued (straight or curved), clockwise loop, counterclockwise loop, single-valued plus a loop, and figure eight. Temporal-graph mode and skewness influence the type of relation, whereas temporal-graph spread affects the details of the particular C-Q relation (its graphical breadth, shape, orientation, and plotted location). Field examples of the various types of relations are given, including varieties that heretofore have received little attention, such as the figure eight. Explanations for each type of C-Q relation are discussed.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(89)90254-0","issn":"00221694","usgsCitation":"Williams, G.P., 1989, Sediment concentration versus water discharge during single hydrologic events in rivers: Journal of Hydrology, v. 111, no. 1-4, p. 89-106, https://doi.org/10.1016/0022-1694(89)90254-0.","productDescription":"18 p.","startPage":"89","endPage":"106","costCenters":[],"links":[{"id":224187,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"111","issue":"1-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b8963e4b08c986b316dc0","contributors":{"authors":[{"text":"Williams, G. P.","contributorId":97472,"corporation":false,"usgs":true,"family":"Williams","given":"G.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":370123,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70015186,"text":"70015186 - 1989 - An operational GLS model for hydrologic regression","interactions":[],"lastModifiedDate":"2025-04-24T16:48:04.47287","indexId":"70015186","displayToPublicDate":"2003-03-27T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"An operational GLS model for hydrologic regression","docAbstract":"<p>Recent Monte Carlo studies have documented the value of generalized least squares (GLS) procedures to estimate empirical relationships between streamflow statistics and physiographic basin characteristics. This paper presents a number of extensions of the GLS method that deal with realities and complexities of regional hydrologic data sets that were not addressed in the simulation studies. These extensions include: (1) a more realistic model of the underlying model errors; (2) smoothed estimates of cross correlation of flows; (3) procedures for including historical flow data; (4) diagnostic statistics describing leverage and influence for GLS regression; and (5) the formulation of a mathematical program for evaluating future gaging activities.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(89)90268-0","issn":"00221694","usgsCitation":"Tasker, G.D., and Stedinger, J., 1989, An operational GLS model for hydrologic regression: Journal of Hydrology, v. 111, no. 1-4, p. 361-375, https://doi.org/10.1016/0022-1694(89)90268-0.","productDescription":"15 p.","startPage":"361","endPage":"375","costCenters":[],"links":[{"id":224293,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"111","issue":"1-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059eaa3e4b0c8380cd489ad","contributors":{"authors":[{"text":"Tasker, Gary D.","contributorId":83097,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":370277,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stedinger, J.R.","contributorId":90733,"corporation":false,"usgs":true,"family":"Stedinger","given":"J.R.","affiliations":[],"preferred":false,"id":370278,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70016145,"text":"70016145 - 1989 - Diffusion and consumption of methane in an unsaturated zone in north-central Illinois, U.S.A.","interactions":[],"lastModifiedDate":"2025-04-24T17:02:59.482645","indexId":"70016145","displayToPublicDate":"2003-03-27T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Diffusion and consumption of methane in an unsaturated zone in north-central Illinois, U.S.A.","docAbstract":"<p><span>The distribution of CH</span><sub>4</sub><span>&nbsp;in unsaturated glacial and eolian deposits adjacent to buried low-level radioactive waste was measured, and movement of the gas from the waste source was simulated using a two-dimensional finite-difference model for gas diffusion in the unsaturated zone. Mean&nbsp;</span><i>P</i><span>CH</span><sub>4</sub><span>&nbsp;was greatest (1.56 Pa) in a pebbly-sand deposit 11.6 m below the land surface and 12 m from the waste, and generally decreased with increased horizontal distance from the waste. Mean&nbsp;</span><i>P</i><span>CH</span><sub>4</sub><span>&nbsp;was least (0.07 Pa) at depth of 1.8 m below land surface, regardless of distance from the waste.&nbsp;</span><i>P</i><span>CH</span><sub>4</sub><span>&nbsp;at the land surface averaged 0.17 Pa. Depth versus&nbsp;</span><i>P</i><span>CH</span><sub>4</sub><span>&nbsp;profiles suggest consumption of both waste-produced and atmospheric CH</span><sub>4</sub><span>&nbsp;in the upper unsaturated zone, presumably by methanotrophic microorganisms. Numerical simulations of methane movement support the consumption observation; inclusion of a term in the model for consumption of CH</span><sub>4</sub><span>&nbsp;in the upper 2 m of the unsaturated zone resulted in simulated&nbsp;</span><i>P</i><span>CH</span><sub>4</sub><span>&nbsp;within 30% of mean&nbsp;</span><i>P</i><span>CH</span><sub>4</sub><span>&nbsp;at eleven of thirteen sampling locations. A similar fit of the data was obtained for only four locations when consumption was not considered.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(89)90256-4","issn":"00221694","usgsCitation":"Striegl, R.G., and Ishii, A.L., 1989, Diffusion and consumption of methane in an unsaturated zone in north-central Illinois, U.S.A.: Journal of Hydrology, v. 111, no. 1-4, p. 133-143, https://doi.org/10.1016/0022-1694(89)90256-4.","productDescription":"11 p.","startPage":"133","endPage":"143","costCenters":[],"links":[{"id":222836,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Illinois","county":"Bureau County","city":"Sheffield","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.6309,41.5867],[-89.6266,41.5862],[-89.5179,41.5867],[-89.5124,41.5867],[-89.4025,41.5862],[-89.3945,41.5862],[-89.338,41.5866],[-89.335,41.5866],[-89.3337,41.5866],[-89.2859,41.5856],[-89.2766,41.5856],[-89.168,41.5845],[-89.1676,41.5418],[-89.1672,41.4964],[-89.1668,41.4542],[-89.1664,41.4079],[-89.1654,41.3661],[-89.1649,41.3221],[-89.165,41.3099],[-89.1803,41.309],[-89.1962,41.3113],[-89.2078,41.3127],[-89.2249,41.3137],[-89.25,41.3205],[-89.2646,41.3219],[-89.2677,41.3219],[-89.2732,41.3206],[-89.275,41.3192],[-89.2824,41.3138],[-89.3124,41.3047],[-89.3344,41.3007],[-89.3387,41.298],[-89.3405,41.2957],[-89.3405,41.2934],[-89.3406,41.2889],[-89.3387,41.2853],[-89.3375,41.2816],[-89.3381,41.2775],[-89.3449,41.263],[-89.3479,41.2567],[-89.351,41.249],[-89.3553,41.2336],[-89.3926,41.2336],[-89.4665,41.2336],[-89.4659,41.1488],[-89.6392,41.1487],[-89.6394,41.2331],[-89.7414,41.2339],[-89.7554,41.2338],[-89.8568,41.2345],[-89.8572,41.3207],[-89.8559,41.4088],[-89.8555,41.4523],[-89.8563,41.4973],[-89.8564,41.5191],[-89.8601,41.519],[-89.861,41.5858],[-89.7481,41.586],[-89.7444,41.586],[-89.6309,41.5867]]]},\"properties\":{\"name\":\"Bureau\",\"state\":\"IL\"}}]}","volume":"111","issue":"1-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a010fe4b0c8380cd4faa0","contributors":{"authors":[{"text":"Striegl, Robert G. 0000-0002-8251-4659 rstriegl@usgs.gov","orcid":"https://orcid.org/0000-0002-8251-4659","contributorId":1630,"corporation":false,"usgs":true,"family":"Striegl","given":"Robert","email":"rstriegl@usgs.gov","middleInitial":"G.","affiliations":[{"id":200,"text":"Coop Res Unit Seattle","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":36183,"text":"Hydro-Ecological Interactions Branch","active":true,"usgs":true}],"preferred":false,"id":372658,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ishii, A. L.","contributorId":61464,"corporation":false,"usgs":true,"family":"Ishii","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":372657,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":20396,"text":"ofr8940 - 1989 - Methods for estimating monthly streamflow characteristics at ungaged sites in western Montana","interactions":[],"lastModifiedDate":"2019-12-05T10:28:35","indexId":"ofr8940","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-40","title":"Methods for estimating monthly streamflow characteristics at ungaged sites in western Montana","docAbstract":"<p>Three methods were developed for estimating monthly streamflow characteristics for western Montana. The first method, based on multiple-regression equations, relates monthly streamflow characteristics to various basin and climatic variables. Standard errors range from 43 to 107%. The equations are generally not applicable to streams that receive or lose water as a result of geology or that have appreciable upstream storage or diversions. The second method, based on regression equations, relates monthly streamflow characteristics to channel width. Standard errors range from 41 to 111%. The equations are generally not applicable to streams with exposed bedrock, with braided or sand channel, or with recent alterations. The third method requires 12 once-monthly streamflow measurements at an ungaged site. They are then correlated with concurrent flows at some nearby gaged site, and the resulting relation is used to estimate the required monthly streamflow characteristic at the ungaged site. Standard errors range from 19 to 92%. Although generally substantially more reliable than the first or second method, this method may be unreliable if the measurement site and the gage site are not hydrologically similar. A procedure for weighting individual estimates, based on variance and degree of independence of individual estimating methods, was also developed. Standard errors range from 15 to 43% when all three methods are used. The weighted-average estimated from all three methods are generally substantially more reliable than any of the individual estimates.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr8940","usgsCitation":"Parrett, C., and Cartier, K.D., 1989, Methods for estimating monthly streamflow characteristics at ungaged sites in western Montana: U.S. Geological Survey Open-File Report 89-40, iv, 52 p. , https://doi.org/10.3133/ofr8940.","productDescription":"iv, 52 p. ","costCenters":[],"links":[{"id":153175,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0040/report-thumb.jpg"},{"id":369984,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0040/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Western Montana","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -115.04882812499999,\n              45.02695045318546\n            ],\n            [\n              -108.45703125,\n              45.02695045318546\n            ],\n            [\n              -108.45703125,\n              48.980216985374994\n            ],\n            [\n              -115.04882812499999,\n              48.980216985374994\n            ],\n            [\n              -115.04882812499999,\n              45.02695045318546\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a3a5","contributors":{"authors":[{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":182581,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cartier, Kenn D.","contributorId":39766,"corporation":false,"usgs":true,"family":"Cartier","given":"Kenn","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":182582,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38453,"text":"pp1409E - 1989 - Ground-water hydrology and simulated effects of development in Smith Creek valley, a hydrologically closed basin in Lander County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:10:02","indexId":"pp1409E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1409","chapter":"E","title":"Ground-water hydrology and simulated effects of development in Smith Creek valley, a hydrologically closed basin in Lander County, Nevada","language":"ENGLISH","doi":"10.3133/pp1409E","usgsCitation":"Thomas, J.M., Carlton, S., and Hines, L., 1989, Ground-water hydrology and simulated effects of development in Smith Creek valley, a hydrologically closed basin in Lander County, Nevada: U.S. Geological Survey Professional Paper 1409, p. E1-E57, 2 plates in pocket, https://doi.org/10.3133/pp1409E.","productDescription":"p. E1-E57, 2 plates in pocket","costCenters":[],"links":[{"id":104637,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4862.htm","linkFileType":{"id":5,"text":"html"},"description":"4862"},{"id":122090,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1409e/report-thumb.jpg"},{"id":64944,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1409e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64945,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1409e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64946,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1409e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668d86","contributors":{"authors":[{"text":"Thomas, J. M.","contributorId":62217,"corporation":false,"usgs":true,"family":"Thomas","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":219849,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlton, S.M.","contributorId":18036,"corporation":false,"usgs":true,"family":"Carlton","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":219847,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hines, L.B.","contributorId":49406,"corporation":false,"usgs":true,"family":"Hines","given":"L.B.","email":"","affiliations":[],"preferred":false,"id":219848,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29302,"text":"wri884005 - 1989 - Suspended-sediment yields from an unmined area and from mined areas before and after reclamation in Pennsylvania, June 1978-September 1983","interactions":[],"lastModifiedDate":"2017-06-20T08:10:45","indexId":"wri884005","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4005","title":"Suspended-sediment yields from an unmined area and from mined areas before and after reclamation in Pennsylvania, June 1978-September 1983","docAbstract":"The U.S. Geological Survey, in cooperation with the Pennsylvania Department of Environmental Resources, has collected hydrologic data from areas in Tioga, Clearfield, and Fayette Counties to determine the effects of surface coal mining on sediment yields. The data were collected from June 1978 through September 1983. Rainfall, streamflow and suspended-sediment data were collected with automatic recording and sampling equipment. Data were collected in Tioga County from an agricultural area that was unaffected by mining and from a forested area prior to surface mining. Data were collected from two areas affected by active surface mining in Tioga County and from an area in Clearfield County being mined by the contour-surface method. Data also were collected from three areas, Tioga, Clearfield, and Fayette Counties, during and after reclamation. The efficiencies of sediment-control pounds in Clearfield and Fayette Counties also were determined. The average annual sediment yield from the agricultural area in Tioga County, which was 35 percent forested, was 0.48 ton per acre per year, and the yield from the forested area prior to mining was 0.0036 ton per acre per year. The average annual sediment yields from the areas affected by active surface mining were 22 tons per acre from the improved haul road and 148 tons per acre from the unimproved haul road. \r\n\r\nThe average annual sediment yield from the site in Clearfield County that had been prepared for mining was 6.3 tons per acre. The average annual sediment yield from the same site while it was being mined by the contour method was 5.5 tons per acre per year. The sediment-control pond reduced the average annual sediment yield to 0.50 ton per acre while the site was prepared for mining and to 0.14 ton per acre while the site was being mined. Because the active surface mining reduced the effective drainage area to the pond, the sediment yield decreased from 0.50 to 0.14 ton per acre. \r\n\r\nAverage annual suspended-sediment yields from the reclaimed site in Tioga County were 1.0 ton per acre during the first year, when vegetation was becoming established, and 0.037 ton per acre during the second year, when vegetation was well established. The average annual sediment yield below a 21.2-acre, reclaimed, surface mine in Clearfield County that had been mined by the contour method was 15 tons per acre during the first year when vegetation was becoming established. However, the average annual sediment yield below a sediment-control pond at this reclaimed site in Clearfield County was 0.30 ton per acre. \r\n\r\nData collected from a 4.2-acre reclaimed area that had been surface mined by the block-cut method in Fayette County showed that annual sediment yields from the area were 77 tons per acre in 1981 (no vegetation), 32 tons per acre in 1982 (sparse vegetation), and 1.0 ton per acre in 1983 (well-esatablished vegetation). The average annual yield below a sediment-control pond at the mine site in Fayette County was 0.19 ton per acre during the 27 months of data collection.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884005","usgsCitation":"Reed, L., and Hainly, R., 1989, Suspended-sediment yields from an unmined area and from mined areas before and after reclamation in Pennsylvania, June 1978-September 1983: U.S. Geological Survey Water-Resources Investigations Report 88-4005, viii, 50 p. :ill. ;28 cm., https://doi.org/10.3133/wri884005.","productDescription":"viii, 50 p. :ill. ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":159375,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4005/report-thumb.jpg"},{"id":58150,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4005/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687fee","contributors":{"authors":[{"text":"Reed, L.A.","contributorId":14454,"corporation":false,"usgs":true,"family":"Reed","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":201308,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hainly, R.A.","contributorId":45732,"corporation":false,"usgs":true,"family":"Hainly","given":"R.A.","affiliations":[],"preferred":false,"id":201309,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":39648,"text":"pp1403I - 1989 - Geochemistry of the Floridan aquifer system in Florida and in parts of Georgia, South Carolina, and Alabama","interactions":[],"lastModifiedDate":"2025-04-17T18:52:27.70877","indexId":"pp1403I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1403","chapter":"I","title":"Geochemistry of the Floridan aquifer system in Florida and in parts of Georgia, South Carolina, and Alabama","docAbstract":"The chemical quality of the ground water in the Floridan aquifer system is determined primarily by mineral-water interaction. However, some changes in water quality have been imposed by development, particularly near coastal pumping centers. A total of 601 chemical analyses, all from different wells, most completed in the upper part of the aquifer system, were used to describe the variations in water chemistry and to study the processes responsible for observed changes. \r\n\r\nThe Floridan aquifer system is a vertically continuous sequence of Tertiary carbonate rocks that are of generally high permeability and are hydraulically connected in varying degrees. The rocks are principally limestone and dolomite, but they grade into limy sands and clays near the aquifer system's updip limits. Major minerals in the aquifer system are calcite, dolomite, and, locally, gypsum or quartz; minor minerals include apatite, glauconite, and clay minerals such as kaolinite and montmorillonite. Trace amounts of metallic oxides or sulfides are present in some areas. \r\n\r\nThe aquifer system consists of the Upper and Lower Floridan aquifers, separated in most places by a less permeable confining unit that has highly variable hydraulic properties. Only the Upper Floridan aquifer is present throughout the study area. Freshwater enters the aquifer system in outcrop areas located primarily in central Georgia and north-central Florida. Discharge occurs chiefly to streams and springs and, to a lesser extent, directly into the sea. Most of the flow into and out of the system takes place where it is unconfined or where the upper confining unit is thin. Secondary permeability developed by dissolution of aquifer material is most prominent in these areas of dynamic flow. \r\n\r\nDissolved-solids concentrations in water from the Upper Floridan aquifer generally range from less than 25 milligrams per liter near outcrops to more than 25,000 milligrams per liter along the coasts. The dominant cations in the ground water are Ca2+, Mg2+, and Na+; the dominant anions are HCO3-, Cl-, and SO42-, The concentration of Ca2+ is controlled primarily by calcite saturation. Concentrations of Mg2+, NA+, and Cl- are highest where mixing of freshwater and saltwater occurs. Concentrations of HCO3- reflect the control of calcite solubility. The concentration of SO42- is highest where gypsiferous rock units are present in the aquifer system. \r\n\r\nThe major geochemical processes that occur in the Upper Floridan aquifer, based on water-quality maps and computations using a geochemical model, are (1) dissolution of aquifer minerals toward equilibrium, (2) mixing of ground water with recharge, leakage, or seawater, (3) sulfate reduction, and (4) cation exchange between water and aquifer minerals. \r\n\r\nSimilar processes apparently control minor dissolved constituents, although quantification is difficult with the available data. Statistical tests of available nutrient data indicate that concentrations of N (nitrogen) species in unconfined recharge areas may be increasing over time; more detailed studies of all N species are needed to test this hypothesis, however. Data on trace metals, radionuclides, and man-made organic contaminants are limited. Available data indicate that most freshwater within the Upper Floridan is potable, but detection of pesticides in a few samples indicates that the system is susceptible to contamination from the land surface in some areas, particularly where its upper confining unit is thin or absent. \r\n\r\nGeochemical models were used to examine changes in major chemical elements along selected ground-water paths within the Upper Floridan aquifer. Water in the Upper Floridan aquifer can be categorized into four hydrochemical facies, whose exact distribution is determined by confined or unconfined conditions of the aquifer and by chloride concentrations. The reaction models are considered plausible based on available chemical, isotopic, and hydrologic information, and they","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/pp1403I","usgsCitation":"Geochemistry of the Floridan aquifer system in Florida and in parts of Georgia, South Carolina, and Alabama; 1989; PP; 1403-I; Sprinkle, Craig L.","productDescription":"Report: 105 p.; 9 Plates: 21.00 x 26.30 inches or smaller; Database","numberOfPages":"105","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":119386,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1403i/coverthb.jpg"},{"id":67334,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1403i/report.pdf","text":"Report","size":"21.6 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67325,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-1.pdf","text":"Plate 1","size":"1.64 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67326,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-2.pdf","text":"Plate 2","size":"1.70 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67330,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-6.pdf","text":"Plate 6","size":"1.81 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67331,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-7.pdf","text":"Plate 7","size":"1.76 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67332,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-8.pdf","text":"Plate 8","size":"1.76 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67333,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-9.pdf","text":"Plate 9","size":"1.71 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67328,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-4.pdf","text":"Plate 4","size":"1.74 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67327,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-3.pdf","text":"Plate 3","size":"1.82 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":104625,"rank":12,"type":{"id":9,"text":"Database"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4840.htm","linkFileType":{"id":5,"text":"html"},"description":"4840"},{"id":484733,"rank":13,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4840.htm","linkFileType":{"id":5,"text":"html"}},{"id":67329,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-5.pdf","text":"Plate 5","size":"1.78 MB","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama, Florida, Georgia, South Carolina","otherGeospatial":"Floridan aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.97973632812499,\n              24.577099744289427\n            ],\n            [\n              -81.9140625,\n              24.457150524185852\n            ],\n            [\n              -81.090087890625,\n              24.686952411999155\n            ],\n            [\n              -80.43090820312499,\n              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Warehouse</a></p>","publishedDate":"1989-10-01","noUsgsAuthors":false,"publicationDate":"1989-10-01","publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa650","contributors":{"authors":[{"text":"Sprinkle, Craig L.","contributorId":41802,"corporation":false,"usgs":true,"family":"Sprinkle","given":"Craig","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":221899,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21509,"text":"ofr89589 - 1989 - Hydrologic and chemical data for selected thermal-water wells and springs in the Indian Bathtub area, Owyhee County, southwestern Idaho","interactions":[],"lastModifiedDate":"2013-11-12T14:52:33","indexId":"ofr89589","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-589","title":"Hydrologic and chemical data for selected thermal-water wells and springs in the Indian Bathtub area, Owyhee County, southwestern Idaho","docAbstract":"This report presents data collected during January through September 1989 from 86 thermal-water wells and 5 springs in the Indian Bathtub area, southwestern Idaho. The data include well and spring locations, well-construction and water level information, hydrographs of water levels in 9 wells, hydrographs of discharges in 4 springs, and chemical and isotopic analysis of water from 33 thermal-water wells and 5 springs. These data were collected as part of a continuing study to determine the cause or causes of decreased discharge at Indian Bathtub Spring and other thermal springs along Hot Creek.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boise, ID","doi":"10.3133/ofr89589","collaboration":"Prepared in cooperation with U.S. Fish and Wildlife Service","usgsCitation":"Young, H., and Parliman, D., 1989, Hydrologic and chemical data for selected thermal-water wells and springs in the Indian Bathtub area, Owyhee County, southwestern Idaho: U.S. Geological Survey Open-File Report 89-589, ii, 19 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89589.","productDescription":"ii, 19 p. :ill. ;28 cm.","numberOfPages":"23","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":153784,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0589/report-thumb.jpg"},{"id":51082,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0589/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","otherGeospatial":"Hot Creek;Indian Bathtub Spring","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -115.984726,42.71902 ], [ -115.984726,42.859608 ], [ -115.678139,42.859608 ], [ -115.678139,42.71902 ], [ -115.984726,42.71902 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6118b1","contributors":{"authors":[{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":184564,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":184563,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2753,"text":"wsp2343 - 1989 - Evaluation of nonpotable ground water in the desert area of southeastern California for powerplant cooling","interactions":[],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2343","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2343","title":"Evaluation of nonpotable ground water in the desert area of southeastern California for powerplant cooling","docAbstract":"Powerplant siting is dependent upon many factors; in southern California the prevailing physical constraint is water availability. Increasing land-use and other environmental concerns preclude further sites along the coast. A review of available hydrologic data was made of 142 ground-water basins in the southeast California desert area to ascertain if any could be feasible sources of nonpotable powerplant cooling water. Feasibility implies the capacity to sustain a typical 1,000-megawatt electrical-power generating plant for 30 years with an ample supply of ground water for cooling. \r\n\r\nOf the 142 basins reviewed, 5 met or exceeded established hydrologic criteria for supplying the water demands of a typical powerplant. These basins are: (1) middle Amargosa valley, (2) Soda Lake valley, (3) Caves Canyon valley, (4) Chuckwalla Valley, and (5) Calzona-Vidal Valley. Geohydrologic evaluations of these five basins assessed the occurrence and suitability of ground water and effects of long-term pumping. An additional six basins met or exceeded hydrologic criteria, with qualifications, for providing powerplant cooling water. The remaining 131 basins either did not meet the criteria, or available data were insufficient to determine if the basins would meet the criteria.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2343","usgsCitation":"Steinemann, A.C., 1989, Evaluation of nonpotable ground water in the desert area of southeastern California for powerplant cooling: U.S. Geological Survey Water Supply Paper 2343, iv, 44 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2343.","productDescription":"iv, 44 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":137814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2343/report-thumb.jpg"},{"id":29179,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2343/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fac8d","contributors":{"authors":[{"text":"Steinemann, Anne C.","contributorId":76718,"corporation":false,"usgs":true,"family":"Steinemann","given":"Anne","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145719,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21410,"text":"ofr89380 - 1989 - Miscellaneous streamflow measurements in the State of Washington, January 1961 to September 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:07:46","indexId":"ofr89380","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-380","title":"Miscellaneous streamflow measurements in the State of Washington, January 1961 to September 1985","docAbstract":"This report is a compilation of previously published miscellaneous streamflow measurements made in Washington State by the U.S. Geological Survey between January 1961 and September 1985. It is a supplement to a volume of similar data for the period 1890 to January 1961. The data include stream name and stream to which it is tributary, latitude and longitude, county code, hydrologic unit code, land-line location, drainage area, and measurement dates and discharges. In general, the data sites are not at gaging stations; however, some data are given for gaging station sites during periods when the stations were not in operation. All data in this report have been entered into a computerized data base that includes the data for the period 1890 to January 1961. The data can be retrieved in a variety of ways, such as by county, by hydrologic unit code, by river basin , or by size of drainage area. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89380","usgsCitation":"Williams, J., and Riis, S., 1989, Miscellaneous streamflow measurements in the State of Washington, January 1961 to September 1985: U.S. Geological Survey Open-File Report 89-380, iii, 382 p. ;28 cm., https://doi.org/10.3133/ofr89380.","productDescription":"iii, 382 p. ;28 cm.","costCenters":[],"links":[{"id":154119,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0380/report-thumb.jpg"},{"id":50980,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0380/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699b94","contributors":{"authors":[{"text":"Williams, John R.","contributorId":41832,"corporation":false,"usgs":true,"family":"Williams","given":"John R.","affiliations":[],"preferred":false,"id":184377,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Riis, S.A.","contributorId":79500,"corporation":false,"usgs":true,"family":"Riis","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":184378,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29205,"text":"wri894010 - 1989 - Hydrologic evaluation and water-supply considerations for five Paiute Indian land parcels, Millard, Sevier, and Iron counties, southwestern Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri894010","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4010","title":"Hydrologic evaluation and water-supply considerations for five Paiute Indian land parcels, Millard, Sevier, and Iron counties, southwestern Utah","docAbstract":"The hydrologic resources in and adjacent to five parcels of land held in trust for the Paiute Indian Tribe of Utah were evaluated. The land, located in southwestern Utah, is generally arid and has had only limited use for grazing. The parcels are located near the towns of Cove Fort, Joseph, Koosharem, and Kanarraville. On the basis of available geohydrologic and hydrologic data, water of suitable quality is locally available in the areas of all parcels for domestic, stock, recreation, and limited irrigation use. Developing this water for use on the parcels would potentially involve obtaining water rights, drilling wells, and constructing diversion structures. Surface water apparently is the most favorable source of supply available for the Joseph parcel, and groundwater apparently is the most favorable source of supply available for the other parcels. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports [distributor],","doi":"10.3133/wri894010","usgsCitation":"Price, D., Stephens, D.W., and Conroy, L., 1989, Hydrologic evaluation and water-supply considerations for five Paiute Indian land parcels, Millard, Sevier, and Iron counties, southwestern Utah: U.S. Geological Survey Water-Resources Investigations Report 89-4010, v, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894010.","productDescription":"v, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119787,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4010/report-thumb.jpg"},{"id":58064,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606f88","contributors":{"authors":[{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":201143,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stephens, D. W.","contributorId":68335,"corporation":false,"usgs":true,"family":"Stephens","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":201144,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Conroy, L.S.","contributorId":6051,"corporation":false,"usgs":true,"family":"Conroy","given":"L.S.","email":"","affiliations":[],"preferred":false,"id":201142,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25607,"text":"wri884235 - 1989 - Hydrology of the Goat Lake watershed, Snohomish County, Washington, 1982-87","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"wri884235","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4235","title":"Hydrology of the Goat Lake watershed, Snohomish County, Washington, 1982-87","docAbstract":"The Goat Lake watershed in Snohomish County, Washington, functions as an '  experimental watershed ' for long-term studies to determine the effects of acidic precipitation on water resources. Data have been collected there by the U.S. Geological Survey since 1982. The watershed is in a wilderness area of the Cascade Range and is downwind of an industrial and urban area that produces chemical compounds found in acidic precipitation.  The lake is considered sensitive to acidic inputs from atmospheric deposition and streamflow. The mean annual discharge of the Goat Lake outflow is 35 cu ft/sec; precipitation on the watershed is calculated to be about 170 in/yr. The inflow to Goat Lake is sufficient to replace the entire contents of the lake basin on an average every 21.5 days, or 17 times/year. Water in Goat Lake, and that of the inlet and outlet, is of low ionic strength and of calcium-bicarbonate type. The lake, although considered oligotrophic, is sufficiently deep to stratify thermally, and summer dissolved-oxygen concentrations in the hypolimnion are depressed. Even though alkalinity and specific conductance at Goat Lake are in the range considered sensitive to acidic inputs , the pH of water in the lake has consistently ranged from 6.1 to 7.2, indicating that the lake is not acidified at this time. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884235","usgsCitation":"Dion, N.P., Ebbert, J., Poole, J., and Peck, B., 1989, Hydrology of the Goat Lake watershed, Snohomish County, Washington, 1982-87: U.S. Geological Survey Water-Resources Investigations Report 88-4235, iv, 44 p. :ill. ;28 cm., https://doi.org/10.3133/wri884235.","productDescription":"iv, 44 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122974,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4235/report-thumb.jpg"},{"id":54351,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4235/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acbe4b07f02db67e3a4","contributors":{"authors":[{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":194385,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ebbert, J.C.","contributorId":57451,"corporation":false,"usgs":true,"family":"Ebbert","given":"J.C.","affiliations":[],"preferred":false,"id":194387,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Poole, J.E.","contributorId":70764,"corporation":false,"usgs":true,"family":"Poole","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":194388,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Peck, B.S.","contributorId":46128,"corporation":false,"usgs":true,"family":"Peck","given":"B.S.","email":"","affiliations":[],"preferred":false,"id":194386,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":29081,"text":"wri894045 - 1989 - Flow characteristics of the Clearwater River and tributaries from Clearbrook to Plummer, northwestern Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T10:45:06","indexId":"wri894045","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4045","title":"Flow characteristics of the Clearwater River and tributaries from Clearbrook to Plummer, northwestern Minnesota","docAbstract":"<p>During March through October 1986, 52,560 acre-feet of water passed the continuous-record stream gaging station on the Clearwater River near Clearbrook, Minnesota, 4.8 river miles upstream from the Red Lake Indian Reservation. Flow at the downstream boundary of the Reservation totaled 93,770 acre-feet. The increase in Clearwater River flow in the reach bordering the Reservation equaled 32,950 acre-feet; 60 percent of the increase occurred during March, April, and May. During those months, flow in the Clearwater River was augmented by flow from Kiwosay Reservoir and Butcher Knife Creek, which are located on the Reservation. Daily streamflow records showed that flow in the river increased in the Reservation reach throughout the study except for 13 days during October when losses occurred. At the downstream Reservation boundary, all daily mean flows exceeded the 36 cubic feet per second minimum flow required by the Minnesota Department of Natural Resources for the gaging station at Plummer, Minnesota located 29.9 miles downstream from the Reservation boundary. Monthly flows generally followed expected seasonal trends, with the highest monthly totals occurring in April and May and the lowest monthly totals occurring during August, September, and October. Seasonal trends were modified by reservoir releases, withdrawals for irrigation, and return flows that resulted from drainage of adjacent wild-rice fields. A series of flow measurements showed that localized withdrawals and return flows at times exceeded 20 percent of total streamflow. Discharge measurements made during low flow indicated higher rates of groundwater discharge in the vicinity of the Kiwosay Reservoir than in other parts of the study reach. Measurements made during August indicated that groundwater discharge in the reach of the river bordering the Reservation resulted in a flow gain of about 20 percent. Analysis of long-term streamflow records showed that near-average hydrologic conditions prevailed during the study period.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri894045","usgsCitation":"Payne, G.A., 1989, Flow characteristics of the Clearwater River and tributaries from Clearbrook to Plummer, northwestern Minnesota: U.S. Geological Survey Water-Resources Investigations Report 89-4045, iv, 25 p., https://doi.org/10.3133/wri894045.","productDescription":"iv, 25 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":118931,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4045/report-thumb.jpg"},{"id":57937,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -96.08,\n              48\n            ],\n            [\n              -95.125,\n              48\n            ],\n            [\n              -95.125,\n              47.5\n            ],\n            [\n              -95.33,\n              47.5\n            ],\n            [\n              -96.08,\n              47.875\n            ],\n            [\n              -96.08,\n              48\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aefaf","contributors":{"authors":[{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200920,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":41146,"text":"ofr89258 - 1989 - Physical and chemical data from two water-quality surveys of streams in the Lewisville Lake watershed, north-central Texas, 1984 and 1985","interactions":[],"lastModifiedDate":"2021-08-16T20:06:23.346473","indexId":"ofr89258","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-258","title":"Physical and chemical data from two water-quality surveys of streams in the Lewisville Lake watershed, north-central Texas, 1984 and 1985","docAbstract":"<p>Physical and chemical water-quality data and nitrogen and phosphorus yields for 29 sites sampled in two synoptic surveys of streams within the Lewisville Lake watershed are presented in this report. The two synoptic surveys were conducted in March 1984 and March 1985, as a reconnaissance and assessment of water quality and nitrogen and phosphorus yields throughout the watershed. This work was cooperatively funded by the city of Dallas and the U.S. Geological Survey (USGS) as part of a hydrologic study to quantify nonpoint nutrient loads to Lewisville Lake.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr89258","collaboration":"Prepared in cooperation with the City of Dallas","usgsCitation":"Gain, W.S., 1989, Physical and chemical data from two water-quality surveys of streams in the Lewisville Lake watershed, north-central Texas, 1984 and 1985: U.S. Geological Survey Open-File Report 89-258, 2 Plates: 26.72 x 17.59 inches and 27.16 x 17.44 inches, https://doi.org/10.3133/ofr89258.","productDescription":"2 Plates: 26.72 x 17.59 inches and 27.16 x 17.44 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":326476,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr89258.JPG"},{"id":387931,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17616.htm"},{"id":78985,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0258/plate-1.pdf"},{"id":78986,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0258/plate-2.pdf"}],"country":"United States","state":"Texas","otherGeospatial":"Lewisville Lake watershed","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.652,\n              33.0600\n            ],\n            [\n              -96.6890,\n              33.0600\n            ],\n            [\n              -96.6890,\n              33.7390\n            ],\n            [\n              -97.652,\n              33.7390\n            ],\n            [\n              -97.6520,\n              33.0600\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c75","contributors":{"authors":[{"text":"Gain, W. Scott wsgain@usgs.gov","contributorId":346,"corporation":false,"usgs":true,"family":"Gain","given":"W.","email":"wsgain@usgs.gov","middleInitial":"Scott","affiliations":[{"id":6676,"text":"USGS (retired)","active":true,"usgs":false}],"preferred":true,"id":224569,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2894,"text":"wsp2304 - 1989 - Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","interactions":[{"subject":{"id":16454,"text":"ofr85567 - 1985 - Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","indexId":"ofr85567","publicationYear":"1985","noYear":false,"title":"Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":2894,"text":"wsp2304 - 1989 - Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","indexId":"wsp2304","publicationYear":"1989","noYear":false,"title":"Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2304","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2304","title":"Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","docAbstract":"A study was conducted to evaluate the effects of potential development of the Dakota aquifer on the layered-aquifer system above Permian rocks in a 5,000-square-mile area of southwestern Kansas. This aquifer system, which consists of five layers, includes the Cheyenne aquifer, the Kiowa confining unit, the Dakota aquifer, the Niobrara-Graneros confining unit, and the High Plains aquifer. Water supplies from the sandstone aquifers thus far have been developed mainly in parts of Hodgeman and Ford Counties. Management restrictions placed on further development of the High Plains aquifer could lead to additional development of the sandstone aquifers in the study area. \r\n\r\nThe upper sandstone aquifer, the Dakota aquifer, consists of sandstone and shale of the Lower Cretaceous Dakota Sandstone and is as much as 400 feet thick. Transmissivity of the Dakota aquifer, determined from analyses of pumping tests, ranges from 100-7,100 feet squared per day. The Dakota aquifer is confined where it is overlain by the shales and limestones of the Upper Cretaceous Niobrara-Graneros confining unit, but locally it is unconfined. \r\n\r\nThe lower sandstone aquifer, the Cheyenne aquifer, consists of the sandstone and shales of the Lower Cretaceous Cheyenne Sandstone in the eastern half of the study area plus undifferentiated Middle and Upper Jurassic rocks (sandstone, siltstone, shale, and limestone) in the western half of the study area. Maximum thickness of the Cheyenne aquifer is more than 300 feet, and maximum transmissivity is estimated at 3,000 feet squared per day. \r\n\r\nEstimated water use in the study area was about 8,800,000 acre-feet from the High Plains aquifer and about 160,000 acre-feet from the Dakota aquifer during 1975-82. The Cheyenne aquifer is not developed in the study area, and no water use from it is reported. \r\n\r\nThe chemical characteristics of water in the sandstone aquifers are highly variable in the study area. Water in the Dakota aquifer is a calcium bicarbonate type water, similar to water in the High Plains aquifer, in the subcrop area. However, in areas distant from the subcrop, water in the Dakota aquifer is a sodium bicarbonate type water with dissolved-solids concentrations in excess of 500 milligrams per liter. In some parts of the study area, water from the Dakota presents high to very high salinity and sodium hazards to crops and soil when it is used for irrigation. The Cheyenne aquifer locally contains mineralized water, as indicated by the response of resistivity curves on geophysical logs. \r\n\r\nHydrographs of wells completed in the Dakota aquifer indicate that the Dakota and High Plains aquifers are hydraulically connected in and near subcrop areas. Locally, the Dakota aquifer has converted from confined to unconfined conditions as a result of declining water levels due to pumpage from the Dakota aquifer and as the result of depletion of the High Plains aquifer in subcrop areas. Gradual declines in the potentiometric surface of the Dakota aquifer have occurred since the onset of pumpage in the 1960's; however, water levels in some wells have risen during the late 1970's. \r\n\r\nA digital computer model of three-dimensional groundwater flow was developed to simulate hydrologic conditions of a five-layer hydrologic system for 1975-82 conditions. The major components of the simulated 1975-82 water budget were well discharge from the High Plains aquifer and loss of ground water from storage in the High Plains aquifer. Although downward leakage from the High Plains aquifer in the study area represented only 18,000 acre-feet of the 1,365,000 acre-feet discharged from the High Plains aquifer during 1982, it was a major source of inflow to the Dakota aquifer. Changes in storage in the Dakota aquifer in the study area during 1982 were about 5,000 acre-feet. \r\n\r\nA baseline projection was made using 1982 simulated hydraulic heads from the calibrated model and 1982 rates of pumpage from both the High Plains and the Dakota aquifer","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2304","usgsCitation":"Watts, K.R., 1989, Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas: U.S. Geological Survey Water Supply Paper 2304, vii, 47 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2304.","productDescription":"vii, 47 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138363,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2304/report-thumb.jpg"},{"id":29546,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2304/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db68313d","contributors":{"authors":[{"text":"Watts, Kenneth R. krwatts@usgs.gov","contributorId":1647,"corporation":false,"usgs":true,"family":"Watts","given":"Kenneth","email":"krwatts@usgs.gov","middleInitial":"R.","affiliations":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"preferred":true,"id":145969,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":20750,"text":"ofr88470 - 1989 - Hydrologic data for Indian Creek basin, Fayette and Westmoreland counties, Pennsylvania, 1985-87","interactions":[],"lastModifiedDate":"2017-06-13T15:04:01","indexId":"ofr88470","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-470","title":"Hydrologic data for Indian Creek basin, Fayette and Westmoreland counties, Pennsylvania, 1985-87","docAbstract":"<p>Hydrologic data were collected in the Indian Creek basin, Fayette and Westmoreland Counties, Pennsylvania. Since the early 1900's, coal in the basin has been extensively mined by both underground and surface-mining techniques. Data-collection sites were located in mined and unmined areas of the basin. The hydrologic data presented are from 5 continuous-record surfacewater data-collection sites, 1 ground-water well, 23 partial-record surfacewater sites, and 2 continuous-record precipitation gages. Data from the five continuous-record surface-water sites include discharge, specific conductance, temperature, pH, and suspended-sediment concentration. Results of laboratory analyses are reported. Benthic macroinvertebrates collected at 23 sites are listed. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr88470","usgsCitation":"Sams, J.I., and Witt, E., 1989, Hydrologic data for Indian Creek basin, Fayette and Westmoreland counties, Pennsylvania, 1985-87: U.S. Geological Survey Open-File Report 88-470, vi, 124 p. :ill. ;28 cm., https://doi.org/10.3133/ofr88470.","productDescription":"vi, 124 p. :ill. ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":50306,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0470/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152393,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0470/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ed62","contributors":{"authors":[{"text":"Sams, J. I. III","contributorId":50548,"corporation":false,"usgs":true,"family":"Sams","given":"J.","suffix":"III","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":183181,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Witt, E. C. III","contributorId":105746,"corporation":false,"usgs":true,"family":"Witt","given":"E. C.","suffix":"III","affiliations":[],"preferred":false,"id":183182,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}