{"pageNumber":"482","pageRowStart":"12025","pageSize":"25","recordCount":16446,"records":[{"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  μeq/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  μg/g dry weight, whereas concentrations in  deep, precolonial strata ranged from 0.04 to 0.07  μg/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 (≥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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D. 0000-0002-7509-7332","orcid":"https://orcid.org/0000-0002-7509-7332","contributorId":93069,"corporation":false,"usgs":false,"family":"Dettinger","given":"M.","middleInitial":"D.","affiliations":[{"id":16196,"text":"Scripps Institution of Oceanography, La Jolla, CA","active":true,"usgs":false}],"preferred":false,"id":371318,"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":36183,"text":"Hydro-Ecological Interactions Branch","active":true,"usgs":true},{"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}],"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":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":65240,"text":"i1313J - 1989 - Maps showing geologic and hydrologic factors affecting land-use planning in the Culpeper Basin, Virginia and Maryland","interactions":[],"lastModifiedDate":"2025-08-04T17:03:16.107351","indexId":"i1313J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1313","chapter":"J","title":"Maps showing geologic and hydrologic factors affecting land-use planning in the Culpeper Basin, Virginia and Maryland","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i1313J","usgsCitation":"Froelich, A., 1989, Maps showing geologic and hydrologic factors affecting land-use planning in the Culpeper Basin, Virginia and Maryland: U.S. Geological Survey IMAP 1313, Report: 1 p.; 2 Plates: 31.78 × 47.85 inches and 31.53 × 47.50 inches, https://doi.org/10.3133/i1313J.","productDescription":"Report: 1 p.; 2 Plates: 31.78 × 47.85 inches and 31.53 × 47.50 inches","costCenters":[],"links":[{"id":255383,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1313j/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":255385,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1313j/report-thumb.jpg"},{"id":255382,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1313j/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":405327,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_3711.htm","linkFileType":{"id":5,"text":"html"}},{"id":255384,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1313j/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"125000","country":"United States","state":"Maryland, Virginia","otherGeospatial":"Culpeper basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.28,\n              38.205\n            ],\n            [\n              -77.218,\n              38.205\n            ],\n            [\n              -77.218,\n              39.489\n            ],\n            [\n              -78.28,\n              39.489\n            ],\n            [\n              -78.28,\n              38.205\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db60589c","contributors":{"authors":[{"text":"Froelich, A.J.","contributorId":13593,"corporation":false,"usgs":true,"family":"Froelich","given":"A.J.","email":"","affiliations":[],"preferred":false,"id":272892,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68681,"text":"ha702 - 1989 - Hydrogeology of aquifers of Paleozoic age, upper Colorado River Basin — Excluding the San Juan Basin — In Colorado, Utah, Wyoming, and Arizona","interactions":[],"lastModifiedDate":"2022-01-07T22:18:31.596555","indexId":"ha702","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"702","title":"Hydrogeology of aquifers of Paleozoic age, upper Colorado River Basin — Excluding the San Juan Basin — In Colorado, Utah, Wyoming, and Arizona","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha702","usgsCitation":"Lindner-Lunsford, J.B., Kimball, B.A., Chafin, D.T., and Bryant, C., 1989, Hydrogeology of aquifers of Paleozoic age, upper Colorado River Basin — Excluding the San Juan Basin — In Colorado, Utah, Wyoming, and Arizona: U.S. Geological Survey Hydrologic Atlas 702, 2 Plates: 50.00 × 34.00 inches and 45.00 × 34.00 inches, https://doi.org/10.3133/ha702.","productDescription":"2 Plates: 50.00 × 34.00 inches and 45.00 × 34.00 inches","costCenters":[],"links":[{"id":186436,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90393,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/702/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394076,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16103.htm"},{"id":90392,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/702/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"5000000","country":"United States","state":"Arizona, Colorado, Utah, Wyoming","otherGeospatial":"upper Colorado River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.326,\n              35.596\n            ],\n            [\n              -105.674,\n              35.596\n            ],\n            [\n              -105.674,\n              43.427\n            ],\n            [\n              -112.326,\n              43.427\n            ],\n            [\n              -112.326,\n              35.596\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db62463e","contributors":{"authors":[{"text":"Lindner-Lunsford, Juli B.","contributorId":23589,"corporation":false,"usgs":true,"family":"Lindner-Lunsford","given":"Juli","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":278724,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kimball, B. A.","contributorId":87583,"corporation":false,"usgs":false,"family":"Kimball","given":"B.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":278727,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Chafin, D. T.","contributorId":57893,"corporation":false,"usgs":true,"family":"Chafin","given":"D.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":278726,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bryant, C.G.","contributorId":49231,"corporation":false,"usgs":true,"family":"Bryant","given":"C.G.","email":"","affiliations":[],"preferred":false,"id":278725,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":68683,"text":"ha720I - 1989 - Hydrogeology of the Dakota Sandstone in the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah","interactions":[],"lastModifiedDate":"2022-02-03T19:43:25.689927","indexId":"ha720I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"720","chapter":"I","title":"Hydrogeology of the Dakota Sandstone in the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha720I","usgsCitation":"Craigg, S.D., Dam, W.L., Kernodle, J.M., and Levings, G.W., 1989, Hydrogeology of the Dakota Sandstone in the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah: U.S. Geological Survey Hydrologic Atlas 720, 2 Plates: 43.68 × 33.79 inches and 44.00 × 34.00 inches, https://doi.org/10.3133/ha720I.","productDescription":"2 Plates: 43.68 × 33.79 inches and 44.00 × 34.00 inches","costCenters":[],"links":[{"id":395397,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16142.htm"},{"id":90397,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/720i/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90396,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/720i/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":187824,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"1000000","country":"United States","state":"Arizona, Colorado, New Mexico, Utah","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.133,\n              34.883\n            ],\n            [\n              -106.69,\n              34.883\n            ],\n            [\n              -106.69,\n              37.545\n            ],\n            [\n              -109.133,\n              37.545\n            ],\n            [\n              -109.133,\n              34.883\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db615257","contributors":{"authors":[{"text":"Craigg, Steven D.","contributorId":65852,"corporation":false,"usgs":true,"family":"Craigg","given":"Steven","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":278734,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dam, W. L.","contributorId":100890,"corporation":false,"usgs":true,"family":"Dam","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":278736,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kernodle, J. M.","contributorId":81139,"corporation":false,"usgs":true,"family":"Kernodle","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":278735,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Levings, G. W.","contributorId":12485,"corporation":false,"usgs":true,"family":"Levings","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278733,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":68684,"text":"ha720H - 1989 - Hydrogeology of the Gallup Sandstone in the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah","interactions":[],"lastModifiedDate":"2022-02-03T19:51:30.934562","indexId":"ha720H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"720","chapter":"H","title":"Hydrogeology of the Gallup Sandstone in the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha720H","usgsCitation":"Kernodle, J.M., Levings, G.W., Craigg, S.D., and Dam, W.L., 1989, Hydrogeology of the Gallup Sandstone in the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah: U.S. Geological Survey Hydrologic Atlas 720, 2 Plates: 44.00 × 34.00 inches and 43.75 × 33.79 inches, https://doi.org/10.3133/ha720H.","productDescription":"2 Plates: 44.00 × 34.00 inches and 43.75 × 33.79 inches","costCenters":[],"links":[{"id":187825,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":395398,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16141.htm"},{"id":90399,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/720h/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90398,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/720h/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United States","state":"Arizona. Colorado, New Mexico, Utah","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.133,\n              35\n            ],\n            [\n              -106.792,\n              35\n            ],\n            [\n              -106.792,\n              37\n            ],\n            [\n              -109.133,\n              37\n            ],\n            [\n              -109.133,\n              35\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db61519f","contributors":{"authors":[{"text":"Kernodle, John Michael","contributorId":99171,"corporation":false,"usgs":true,"family":"Kernodle","given":"John","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":278739,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Levings, G. W.","contributorId":12485,"corporation":false,"usgs":true,"family":"Levings","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278737,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Craigg, S. D.","contributorId":59839,"corporation":false,"usgs":true,"family":"Craigg","given":"S.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":278738,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Dam, W. L.","contributorId":100890,"corporation":false,"usgs":true,"family":"Dam","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":278740,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":69548,"text":"hu48 - 1989 - Hydrologic Unit Map-1989, State of West Virginia","interactions":[],"lastModifiedDate":"2023-12-19T22:50:15.01167","indexId":"hu48","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"48","subseriesTitle":"West Virginia 1974","title":"Hydrologic Unit Map-1989, State of West Virginia","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/hu48","isbn":"607768045","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1989, Hydrologic Unit Map-1989, State of West Virginia: U.S. Geological Survey Hydrologic Unit 48, 1 Plate: 36.24 x 33.04 inches, https://doi.org/10.3133/hu48.","productDescription":"1 Plate: 36.24 x 33.04 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,{"id":68595,"text":"ha718 - 1989 - Potential for aquifer compaction, land subsidence, and earth fissures in Avra Valley, Pima and Pinal Counties, Arizona","interactions":[{"subject":{"id":40982,"text":"ofr87685 - 1987 - Potential for aquifer compaction, land subsidence, and earth fissures in Avra Valley, Pima and Pinal Counties, Arizona","indexId":"ofr87685","publicationYear":"1987","noYear":false,"title":"Potential for aquifer compaction, land subsidence, and earth fissures in Avra Valley, Pima and Pinal Counties, Arizona"},"predicate":"SUPERSEDED_BY","object":{"id":68595,"text":"ha718 - 1989 - Potential for aquifer compaction, land subsidence, and earth fissures in Avra Valley, Pima and Pinal Counties, Arizona","indexId":"ha718","publicationYear":"1989","noYear":false,"title":"Potential for aquifer compaction, land subsidence, and earth fissures in Avra Valley, Pima and Pinal Counties, Arizona"},"id":1}],"lastModifiedDate":"2012-02-10T00:11:12","indexId":"ha718","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"718","title":"Potential for aquifer compaction, land subsidence, and earth fissures in Avra Valley, Pima and Pinal Counties, Arizona","language":"ENGLISH","doi":"10.3133/ha718","usgsCitation":"Anderson, S.R., 1989, Potential for aquifer compaction, land subsidence, and earth fissures in Avra Valley, Pima and Pinal Counties, Arizona: U.S. Geological Survey Hydrologic Atlas 718, 5 maps on 3 sheets :col. ;33 x 19 cm. and 41 x 23 cm., sheets 80 x 97 cm. and smaller, folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha718.","productDescription":"5 maps on 3 sheets :col. ;33 x 19 cm. and 41 x 23 cm., sheets 80 x 97 cm. and smaller, folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":190104,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90253,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/718/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90254,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/718/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90255,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/718/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.5,32 ], [ -111.5,32.75 ], [ -111,32.75 ], [ -111,32 ], [ -111.5,32 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a86b0","contributors":{"authors":[{"text":"Anderson, S. R.","contributorId":93518,"corporation":false,"usgs":true,"family":"Anderson","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":278546,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2542,"text":"wsp2298 - 1989 - Simulation of rainfall-runoff response in mined and unmined watersheds in coal areas of West Virginia","interactions":[{"subject":{"id":20561,"text":"ofr86321 - 1986 - Simulation of rainfall-runoff response in small coal-mined and in undisturbed watersheds in West Virginia","indexId":"ofr86321","publicationYear":"1986","noYear":false,"title":"Simulation of rainfall-runoff response in small coal-mined and in undisturbed watersheds in West Virginia"},"predicate":"SUPERSEDED_BY","object":{"id":2542,"text":"wsp2298 - 1989 - Simulation of rainfall-runoff response in mined and unmined watersheds in coal areas of West Virginia","indexId":"wsp2298","publicationYear":"1989","noYear":false,"title":"Simulation of rainfall-runoff response in mined and unmined watersheds in coal areas of West Virginia"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:30","indexId":"wsp2298","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":"2298","title":"Simulation of rainfall-runoff response in mined and unmined watersheds in coal areas of West Virginia","docAbstract":"Meteorologic and hydrologic data from five small watersheds in the coal areas of West Virginia were used to calibrate and test the U.S. Geological Survey Precipitation-Runoff Modeling System for simulating streamflow under various climatic and land-use conditions. Three of the basins--Horsecamp Run, Gilmer Run, and Collison Creek--are primarily forested and relatively undisturbed. The remaining basins--Drawdy Creek and Brier Creek-are extensively mined, both surface and underground above stream drainage level. \r\n\r\nLow-flow measurements at numerous synoptic sites in the mined basins indicate that coal mining has substantially altered the hydrologic system of each basin. The effects of mining on streamflow that were identified are (1) reduced base flow in stream segments underlain by underground mines, (2) increased base flow in streams that are downdip and stratigraphically below the elevation of the mined coal beds, and (3) interbasin transfer of ground water through underground mines. These changes probably reflect increased permeability of surface rocks caused by subsidence fractures associated with collapsed underground mines in the basin. Such fractures would increase downward percolation of precipitation, surface and subsurface flow, and ground-water flow to deeper rocks or to underground mine workings. \r\n\r\nModel simulations of the water budgets for the unmined basins during the 1972-73 water years indicate that total annual runoff averaged 60 percent of average annual precipitation; annual evapotranspiration losses averaged 40 percent of average annual precipitation. Of the total annual runoff, approximately 91 percent was surface and subsurface runoff and 9 percent was groundwater discharge. Changes in storage in the soil zone and in the subsurface and ground-water reservoirs in the basins were negligible. \r\n\r\nIn contrast, water-budget simulations for the mined basins indicate significant differences in annual recharge and in total annual runoff. Model simulations of the water budget for Drawdy Creek basin indicate that total annual runoff during 1972-73 averaged only 43 percent of average annual precipitation--the lowest of all study basins; annual evapotranspiration losses averaged 49 percent, and interbasin transfer of ground-water losses averaged about 8 percent. Of the total annual runoff, approximately 74 percent was surface and subsurface flow and 26 percent was ground-water discharge. The low total annual runoff at Drawdy Creek probably reflects increased recharge of precipitation and surface and subsurface flow losses to ground water. Most of the increase in ground-water storage is, in turn, lost to a ground-water sink--namely, interbasin transfer of ground water by gravity drainage and (or) mine pumpage from underground mines that extend to adjacent basins. \r\n\r\nHypothetical mining situations were posed for model analysis to determine the effects of increased mining on streamflow in the mined basins. Results of model simulations indicate that streamflow characteristics, the water budget, and the seasonal distribution of streamflow would be significantly modified in response to an increase in mining in the basins. Simulations indicate that (1) total annual runoff in the basins would decrease because of increased surface- and subsurface-flow losses and increased recharge of precipitation to ground water (these losses would tend to reduce medium to high flows mainly during winter and spring when losses would be greatest), (2) extreme high flows in response to intense rainstorms would be negligibly affected, regardless of the magnitude of mining in the basins, (3) ground-water discharge also would decrease during winter and spring, but the amount and duration of low flows during summer and fall would substantially increase in response to increased ground-water storage in rocks and in underground mines, and (4) the increase in ground-water storage in the basins would be depleted, mostly by increased losses to a grou","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2298","usgsCitation":"Puente, C., and Atkins, J.T., 1989, Simulation of rainfall-runoff response in mined and unmined watersheds in coal areas of West Virginia: U.S. Geological Survey Water Supply Paper 2298, iv, 48 p. :ill. (some col.) ;28 cm., https://doi.org/10.3133/wsp2298.","productDescription":"iv, 48 p. :ill. (some col.) ;28 cm.","costCenters":[],"links":[{"id":138652,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2298/report-thumb.jpg"},{"id":28783,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2298/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a376","contributors":{"authors":[{"text":"Puente, Celso","contributorId":36140,"corporation":false,"usgs":true,"family":"Puente","given":"Celso","email":"","affiliations":[],"preferred":false,"id":145374,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Atkins, John T. jtatkins@usgs.gov","contributorId":2804,"corporation":false,"usgs":true,"family":"Atkins","given":"John","email":"jtatkins@usgs.gov","middleInitial":"T.","affiliations":[],"preferred":true,"id":145373,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19954,"text":"ofr89398 - 1989 - Toxic substances hydrology program: Surface-water contamination","interactions":[],"lastModifiedDate":"2019-11-25T14:21:47","indexId":"ofr89398","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":"89-398","title":"Toxic substances hydrology program: Surface-water contamination","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr89398","usgsCitation":"Mallard, G.E., 1989, Toxic substances hydrology program: Surface-water contamination: U.S. Geological Survey Open-File Report 89-398, 2 p. , https://doi.org/10.3133/ofr89398.","productDescription":"2 p. ","costCenters":[],"links":[{"id":369563,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0398/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152700,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0398/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699918","contributors":{"authors":[{"text":"Mallard, Gail E.","contributorId":46556,"corporation":false,"usgs":true,"family":"Mallard","given":"Gail","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":181799,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18867,"text":"ofr89410 - 1989 - Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr89410","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":"89-410","title":"Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87","docAbstract":"Occurrence and movement of acidic contamination in the aquifer and streams of the Pinal Creek basin near Globe, Arizona, is the focus of an ongoing study by the U.S. Geological Survey. Groundwater data from that study for water years 1984 to 1987 include location, construction information, and site plans for six groups of monitoring wells, mineralogic and particle-size analyses of drill cuttings, water level measurements, and chemical analyses of water samples from 39 wells. Surface water data for 13 sites in this study include discharge measurements and chemical analysis of water and streambed sediment samples. Monthly discharge data are presented for one site. Monthly precipitation amounts and statistics of long-term precipitation are presented for two sites. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr89410","usgsCitation":"Eychaner, J., Rehmann, M., and Brown, J.G., 1989, Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87: U.S. Geological Survey Open-File Report 89-410, iii, 105 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89410.","productDescription":"iii, 105 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":151689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0410/report-thumb.jpg"},{"id":48262,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0410/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e32a3","contributors":{"authors":[{"text":"Eychaner, J.H.","contributorId":34511,"corporation":false,"usgs":true,"family":"Eychaner","given":"J.H.","affiliations":[],"preferred":false,"id":179887,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rehmann, M.R.","contributorId":24376,"corporation":false,"usgs":true,"family":"Rehmann","given":"M.R.","email":"","affiliations":[],"preferred":false,"id":179885,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, J. G.","contributorId":28263,"corporation":false,"usgs":true,"family":"Brown","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":179886,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"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":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}]}}
]}