{"pageNumber":"474","pageRowStart":"11825","pageSize":"25","recordCount":16446,"records":[{"id":2772,"text":"wsp2292 - 1990 - Geohydrology and simulated effects of large ground-water withdrawals on the Mississippi River alluvial aquifer in northwestern Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp2292","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2292","title":"Geohydrology and simulated effects of large ground-water withdrawals on the Mississippi River alluvial aquifer in northwestern Mississippi","docAbstract":"The 7,000-square-mile Mississippi River alluvial plain in northwestern Mississippi, locally known as the 'Delta,' is underlain by a prolific aquifer that yielded about 1,100 million gallons per day of water to irrigation wells in 1983. About 20 feet of clay underlying the Delta land surface commonly is underlain by about 80 to 180 feet of sand and gravel that forms the Mississippi River alluvial aquifer. This study of the alluvial aquifer was prompted by recent declines of water levels. The study was designed to better define the hydrology of the aquifer and to quantify availability of water from the aquifer. \r\n\r\nThe Mississippi River is in good hydraulic connection with the alluvial aquifer. Generally, smaller streams are less likely to recharge the aquifer than larger streams. Direct vertical recharge to the alluvial aquifer from the 52 inches per year of precipitation is small, especially in the central part of the Delta. \r\n\r\nA two-dimensional finite-difference computer model of the alluvial aquifer was constructed, calibrated, and verified using water levels observed for five dates from April 1981 to September 1983. The values of some of the calibration-derived parameters are hydraulic conductivity, 400 feet per day; specific yield, 0.30; and infiltration of precipitation to the aquifer, 0.5 inch per year. \r\n\r\nThe model showed that the aquifer had a net loss in storage of about 360 million gallons per day from April 1981 to April 1983. During this period, pumpage was about 1,100 million gallons per day (1,270,000 acre-feet per year), and the net inflows from the sources of recharge were as follows, in million gallons per day: Mississippi River, 390; recharge along the east edge of the Delta, 170; streams within the Delta, 57; areal recharge from infiltration, 180; and oxbow lakes, 24. \r\n\r\nThe effects of several levels of pumpage by wells--0, 670, 1,100, 1,900, and 4,000 million gallons per day--were projected 20 years into the future. In 2003, the 1,100-milliongallon-per-day pumping rate, about average for the early 1980's, would take 46 percent of the water withdrawn from aquifer storage, water levels would be lowered more than 20 feet in a large area in the central part of the Delta, and groundwater levels would continue to decline in future years.","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/wsp2292","usgsCitation":"Sumner, D.M., and Wasson, B.E., 1990, Geohydrology and simulated effects of large ground-water withdrawals on the Mississippi River alluvial aquifer in northwestern Mississippi: U.S. Geological Survey Water Supply Paper 2292, vi, 60 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2292.","productDescription":"vi, 60 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":138668,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2292/report-thumb.jpg"},{"id":29220,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2292/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c76","contributors":{"authors":[{"text":"Sumner, D. M.","contributorId":100827,"corporation":false,"usgs":true,"family":"Sumner","given":"D.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":145758,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wasson, Billie E.","contributorId":85571,"corporation":false,"usgs":true,"family":"Wasson","given":"Billie","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145757,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2553,"text":"wsp2366 - 1990 - A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","interactions":[{"subject":{"id":15559,"text":"ofr88337 - 1989 - A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","indexId":"ofr88337","publicationYear":"1989","noYear":false,"title":"A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":2553,"text":"wsp2366 - 1990 - A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","indexId":"wsp2366","publicationYear":"1990","noYear":false,"title":"A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp2366","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2366","title":"A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","docAbstract":"A physically based point-infiltration model was developed for computing infiltration of rainfall into soils and the resulting runoff from small basins in Wyoming. The user describes a 'design storm' in terms of average rainfall intensity and storm duration. Information required to compute runoff for the design storm by using the model include (1) soil type and description, and (2) two infiltration parameters and a surface-retention storage parameter. Parameter values are tabulated in the report. Rainfall and runoff data for three ephemeral-stream basins that contain only one type of soil were used to develop the model. Two assumptions were necessary: antecedent soil moisture is some long-term average, and storm rainfall is uniform in both time and space. The infiltration and surface-retention storage parameters were determined for the soil of each basin. Observed rainstorm and runoff data were used to develop a separation curve, or incipient-runoff curve, which distinguishes between runoff and nonrunoff rainfall data. The position of this curve defines the infiltration and surface-retention storage parameters. \r\n\r\nA procedure for applying the model to basins that contain more than one type of soil was developed using data from 7 of the 10 study basins. For these multiple-soil basins, the incipient-runoff curve defines the infiltration and retention-storage parameters for the soil having the highest runoff potential. Parameters were defined by ranking the soils according to their relative permeabilities and optimizing the position of the incipient-runoff curve by using measured runoff as a control for the fit. Analyses of runoff from multiple-soil basins indicate that the effective contributing area of runoff is less than the drainage area of the basin. In this study, the effective drainage area ranged from 41.6 to 71.1 percent of the total drainage area. Information on effective drainage area is useful in evaluating drainage area as an independent variable in statistical analyses of hydrologic data, such as annual peak frequency distributions and sediment yield.A comparison was made of the sum of the simulated runoff and the sum of the measured runoff for all available records of runoff-producing storms in the 10 study basins. The sums of the simulated runoff ranged from 12.0 percent less than to 23.4 percent more than the sums of the measured runoff. A measure of the standard error of estimate was computed for each data set. These values ranged from 20 to 70 percent of the mean value of the measured runoff. \r\n\r\nRainfall-simulator infiltrometer tests were made in two small basins. The amount of water uptake measured by the test in Dugout Creek tributary basin averaged about three times greater than the amount of water uptake computed from rainfall and runoff data. Therefore, infiltrometer data were not used to determine infiltration rates for this study.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2366","usgsCitation":"Rankl, J.G., 1990, A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming: U.S. Geological Survey Water Supply Paper 2366, v, 29 p. :ill., maps ; 28 cm., https://doi.org/10.3133/wsp2366.","productDescription":"v, 29 p. :ill., maps ; 28 cm.","costCenters":[],"links":[{"id":138619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2366/report-thumb.jpg"},{"id":28801,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2366/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a91fd","contributors":{"authors":[{"text":"Rankl, James G.","contributorId":93026,"corporation":false,"usgs":true,"family":"Rankl","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145388,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27448,"text":"wri904167 - 1990 - Gaged and estimated monthly streamflow during 1931-84 for selected sites in the Red River of the North basin in North Dakota and Minnesota","interactions":[],"lastModifiedDate":"2023-01-05T19:19:04.827574","indexId":"wri904167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4167","title":"Gaged and estimated monthly streamflow during 1931-84 for selected sites in the Red River of the North basin in North Dakota and Minnesota","docAbstract":"

Operation of the Garrison Diversion Unit in North Dakota may have various effects on the quantity and quality of streamflow in the Sheyenne River and the Red River of the North. To model the effects that the Garrison Diverson Unit could have on water quantity, monthly gaged and estimated streamflow data and estimated unregulated streamflow data were compiled to develop a complete monthly streamflow record for January 1931 through December 1984 (data-development period) for 29 sites in the Red River of the North basin.

Gaged streamflow records were available for January 1931 through December 1984 for only 4 sites; no records or records of various length were available for the remaining 25 sites. Drainage-area ratio and Maintenance of Variance Extension Type 1 methods were used to estimate the streamflow for those sites that had no streamflow record or had a streamflow record available for only part of the data-development period.

Unregulated streamflow for the 29 sites was estimated by removing the hydrologic effects of Lake Ashtabula, which is formed behind Baldhill Dam on the Sheyenne River, and surface-water withdrawals. VIater-balance procedures were used to remove the hydrologic effects of Lake Ashtabula from the streamflow record for sites downstream of Baldhill Dam.

Mean annual gaged streamflow for the Sheyenne River below Baldhill Dam was 9,175 acre-feet less than mean annual estimated unregulated streamflow for 1950-84, when Baldhill Dam was in operation. Net evaporation losses from Lake Ashtabula account for most of the difference between gaged streamflow and estimated unregulated streamflow.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri904167","usgsCitation":"Guenthner, R., Weigel, J.F., and Emerson, D.G., 1990, Gaged and estimated monthly streamflow during 1931-84 for selected sites in the Red River of the North basin in North Dakota and Minnesota: U.S. Geological Survey Water-Resources Investigations Report 90-4167, Report: vi, 230 p.; 1 Plate: 21.28 x 15.64 inches, https://doi.org/10.3133/wri904167.","productDescription":"Report: vi, 230 p.; 1 Plate: 21.28 x 15.64 inches","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":56307,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4167/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56306,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4167/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126801,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4167/report-thumb.jpg"},{"id":411441,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47416.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Minnesota, North Dakota","otherGeospatial":"Red River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -94.5,\n 49\n ],\n [\n -100.6667,\n 49\n ],\n [\n -100.6667,\n 45.75\n ],\n [\n -94.5,\n 45.75\n ],\n [\n -94.5,\n 49\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1460","contributors":{"authors":[{"text":"Guenthner, R. S.","contributorId":31433,"corporation":false,"usgs":true,"family":"Guenthner","given":"R. S.","affiliations":[],"preferred":false,"id":198134,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weigel, J. F.","contributorId":74394,"corporation":false,"usgs":true,"family":"Weigel","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198136,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Emerson, D. G.","contributorId":39385,"corporation":false,"usgs":true,"family":"Emerson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":198135,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27748,"text":"wri904015 - 1990 - Recharge rates and aquifer hydraulic characteristics for selected drainage basins in middle and east Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri904015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4015","title":"Recharge rates and aquifer hydraulic characteristics for selected drainage basins in middle and east Tennessee","docAbstract":"Quantitative information concerning aquifer hydrologic and hydraulic characteristics is needed to manage the development of ground-water resources. These characteristics are poorly defined for the bedrock aquifers in Middle and East Tennessee where demand for water is increasing. This report presents estimates of recharge rate, storage coefficient, diffusivity, and transmissivity for representative drainage basins in Middle and East Tennessee, as determined from analyses of stream-aquifer interactions. The drainage basins have been grouped according to the underlying major aquifer, then statistical descriptions applied to each group, in order to define area1 distribution of these characteristics.\r\n\r\nAquifer recharge rates are estimated for representative low, average, and high flow years for 63 drainage basins using hydrograph analysis techniques. Net annual recharge during average flow years for all basins ranges from 4.1 to 16.8 in/yr (inches per year), with a mean value of 7.3 in. In general, recharge rates are highest for basins underlain by the Blue Ridge aquifer (mean value11.7 in/yr) and lowest for basins underlain by the Central Basin aquifer (mean value 5.6 in/yr). Mean recharge values for the Cumberland Plateau, Highland Rim, and Valley and Ridge aquifers are 6.5, 7.4, and 6.6 in/yr, respectively.\r\n\r\nGravity drainage characterizes ground-water flow in most surficial bedrock aquifer in Tennessee. Accordingly, a gravity yield analysis, which compares concurrent water-level and streamflow hydrographs, was used to estimate aquifer storage coefficient for nine study basins. The basin estimates range from 0.002 to 0.140; however, most estimates are within a narrow range of values, from 0.01 to 0.025. Accordingly, storage coefficient is estimated to be 0.01 for all aquifers in Middle and East Tennessee, with the exception of the aquifer in the inner part of the Central Basin, for which storage coefficient is estimated to be 0.002.\r\n\r\nEstimates of aquifer hydraulic diffusivity are derived from estimates of the streamflow recession index and drainage density for 75 drainage basins; values range from 3,300 to 130,000 ft^2/d (feet squared per day). Basin-specific and site-specific estimates of transmissivity are computed from estimates of hydraulic diffusivity and specific-capacity test data, respectively. Basin-specific, or areal, estimates of transmissivity range from 22 to 1,300 ft^2/d, with a mean of 240 ft^2/d In general, areal transmissivity is highest for basins underlain by the Cumberland Plateau aquifer (mean value 480 ft^2/d) and lowest for basins underlain by the Central Basin aquifer (mean value 79 ft^2/d). Mean transmissivity values for the Highland Rim, Valley and Ridge, and Blue Ridge aquifer are 320,140, and 120 ft^2/d respectively. Site-specific estimates of transmissivity, computed from specific-capacity data from 118 test wells in Middle and East Tennessee range from 2 to 93,000 ft^2/d with a mean of 2,600 ft^2/d Mean transmissivity values for the Cumberland Plateau, Highland Rim, Central Basin, Valley and Ridge, and Blue Ridge aquifers are 2,800,1,200, 7,800, 390, and 65Oft Id, respectively.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri904015","usgsCitation":"Hoos, A., 1990, Recharge rates and aquifer hydraulic characteristics for selected drainage basins in middle and east Tennessee: U.S. Geological Survey Water-Resources Investigations Report 90-4015, iv, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri904015.","productDescription":"iv, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2125,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri904015/","linkFileType":{"id":5,"text":"html"}},{"id":157951,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db655765","contributors":{"authors":[{"text":"Hoos, A.B.","contributorId":23572,"corporation":false,"usgs":true,"family":"Hoos","given":"A.B.","affiliations":[],"preferred":false,"id":198635,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21248,"text":"ofr90117 - 1990 - Precipitation Data for the Mount St. Helens Area, Washington--1981-86","interactions":[],"lastModifiedDate":"2017-02-07T09:42:06","indexId":"ofr90117","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-117","title":"Precipitation Data for the Mount St. Helens Area, Washington--1981-86","docAbstract":"This report is a compilation of precipitation data from U.S. Geological Survey \r\ntelemetered 'Early Flood Warning' sites near Mount St. Helens, Washington, and from telemetered hydrologic data sites in the Toutle River and Muddy River basins for the years 1981-86. It also includes precipitation data for 1981-86 from non-telemetered recording rain gages established near the debris-avalanche blockages of Spirit Lake, Coldwater Lake, and Castle Lake. Daily values (midnight to midnight) are listed by station and calendar year for 32 sites. Hourly data, where available, are presented for the storm that generated the highest peak discharge in the North Fork Toutle River each water year. Instrumentation includes 25 tipping-bucket, and 7 weighing-bucket rain gages all without windshields. The seven sites with weighing-bucket gages were the only U.S. Geological Survey sites at which snowfall was measured. Additional snowfall measurements for the same time period in the Mount St. Helens area were collected by the National Weather Service, the U.s. Soil Conservation Service, and the U.S. Army Corps of Engineers and also are presented in this report.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr90117","usgsCitation":"Uhrich, M.A., 1990, Precipitation Data for the Mount St. Helens Area, Washington--1981-86: U.S. Geological Survey Open-File Report 90-117, 171 p.; Plate, https://doi.org/10.3133/ofr90117.","productDescription":"171 p.; Plate","temporalStart":"1981-01-01","temporalEnd":"1986-12-31","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":50798,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0117/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0117/report-thumb.jpg"}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -123,45.8675 ], [ -123,46.6175 ], [ -121.86749999999999,46.6175 ], [ -121.86749999999999,45.8675 ], [ -123,45.8675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad1e4b07f02db68128d","contributors":{"authors":[{"text":"Uhrich, Mark A. 0000-0002-5202-8086 mauhrich@usgs.gov","orcid":"https://orcid.org/0000-0002-5202-8086","contributorId":1149,"corporation":false,"usgs":true,"family":"Uhrich","given":"Mark","email":"mauhrich@usgs.gov","middleInitial":"A.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":184083,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30435,"text":"wri874062 - 1990 - Geothermal resources of the western arm of the Black Rock Desert, northwestern Nevada: Part II, aqueous geochemistry and hydrology","interactions":[],"lastModifiedDate":"2022-02-02T21:22:21.188793","indexId":"wri874062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4062","title":"Geothermal resources of the western arm of the Black Rock Desert, northwestern Nevada: Part II, aqueous geochemistry and hydrology","docAbstract":"

The western arm of the Black Rock Desert, Nevada, includes several distinct hydrothermal systems, some of which exceed 150 C and may exceed 200 C at depth, determined on the basis of chemical geothermometry. The cation composition of the thermal water appears to be controlled by aluminosilicate minerals that are common in other active geothermal systems. Estimates of the equilibrium temperatures at which some mineral pairs are stable, when compared with the more commonly applied geothermometer estimates, indicate that thermodynamic data may be useful for estimating deep aquifer temperatures. Thermal water at Great Boiling and Mud Springs, which has a chloride concentration of about 2,000 mg/L and a total dissolved-solids concentration of 4 ,500 mg/L, appears to have been affected by shallow evapotranspiration in an adjacent playa prior to deep circulation. This model of recharge within the basin floor is distinctly different from models proposed for most other geothermal systems in the northern Great Basin. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874062","usgsCitation":"Welch, A., and Preissler, A.M., 1990, Geothermal resources of the western arm of the Black Rock Desert, northwestern Nevada: Part II, aqueous geochemistry and hydrology: U.S. Geological Survey Water-Resources Investigations Report 87-4062, vi, 91 p., https://doi.org/10.3133/wri874062.","productDescription":"vi, 91 p.","costCenters":[],"links":[{"id":395309,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46739.htm"},{"id":59213,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4062/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124203,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4062/report-thumb.jpg"}],"country":"United States","state":"Nevada","otherGeospatial":"Black Rock Desert","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.5167,\n 40.6417\n ],\n [\n -118.9228,\n 40.6417\n ],\n [\n -118.9228,\n 41.4431\n ],\n [\n -119.5167,\n 41.4431\n ],\n [\n -119.5167,\n 40.6417\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67ae7d","contributors":{"authors":[{"text":"Welch, A. H.","contributorId":14836,"corporation":false,"usgs":true,"family":"Welch","given":"A. H.","affiliations":[],"preferred":false,"id":203245,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Preissler, A. M.","contributorId":85230,"corporation":false,"usgs":true,"family":"Preissler","given":"A.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203246,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20949,"text":"ofr8884 - 1990 - Hydrologic and water-quality data for streams and impoundments in the Coteau des Prairies-Upper Minnesota River basin, 1979-84","interactions":[],"lastModifiedDate":"2018-04-02T11:02:53","indexId":"ofr8884","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"88-84","title":"Hydrologic and water-quality data for streams and impoundments in the Coteau des Prairies-Upper Minnesota River basin, 1979-84","docAbstract":"

Water-quality and streamflow data were collected in the Coteau des Prairies region of southwestern Minnesota and eastern South Dakota from 1979- 84. Data were collected to (1) document the water-quality characteristics of streams and impoundments in the Coteau area, (2) predict the impact of proposed impoundments, (3) define the amount of dissolved and suspended material transported, and (4) determine the differences in water quality between the impoundment inflows and outflows.

\n

Streamflow and water-quality data were collected at 12 stream and four impoundment sites. Continuous-record gages, set to collect data at 15-minute intervals, and readings taken by local observers were used to complete discharge records at 10 stream sites and stage records at three impoundment sites. Automatic samplers and local observers collected storm runoff, sediment, and nutrient samples at 10 stream sites. Water-quality samples were collected at various time and stage intervals during high flow and periodically during low flow. Primary emphasis in the stream-sampling program was on analysis of samples for nutrients in 1980-82, and on analysis of suspended sediment and nutrients in 1983-84. Field measurements were made of pH, water temperature, dissolved oxygen, specific conductance, alkalinity, and bacteria. Secondary emphasis was on analysis of major dissolved substances. Primary emphasis in the impoundments was on analysis of samples for phosphorus and chlorophyll and on the measurement of transparency. Temperature and dissolved-oxygen concentrations were measured to determine the degree of stratification.

\n

All data collected during the study are given in tables 4-13 of this report. The tables list mean-daily stream discharge, mean-daily suspendedsediment concentration, daily suspended-sediment discharge, results of waterquality analyses, and bed-material particle-size analyses at stream sites. The tables also list information on pool stage, water temperature, and transparency, on dissolved-oxygen, chlorophyll a, phytoplankton, and nutrient concentrations, and on chemical and partical-size analyses of bed material at impoundment sites.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr8884","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers, U.S. Soil Conservation Service","usgsCitation":"Smith, C., Payne, G.A., and Tornes, L., 1990, Hydrologic and water-quality data for streams and impoundments in the Coteau des Prairies-Upper Minnesota River basin, 1979-84: U.S. Geological Survey Open-File Report 88-84, vii, 46 p., https://doi.org/10.3133/ofr8884.","productDescription":"vii, 46 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":154108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0084/report-thumb.jpg"},{"id":50535,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0084/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Coteau des Prairies-Upper Minnesota River basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611718","contributors":{"authors":[{"text":"Smith, C.J.","contributorId":69141,"corporation":false,"usgs":true,"family":"Smith","given":"C.J.","email":"","affiliations":[],"preferred":false,"id":183560,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":183559,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tornes, L. H.","contributorId":103675,"corporation":false,"usgs":true,"family":"Tornes","given":"L. H.","affiliations":[],"preferred":false,"id":183561,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":20851,"text":"ofr90591 - 1990 - Hydrologic conditions at Anaktuvuk Pass, Alaska, 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:07:41","indexId":"ofr90591","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-591","title":"Hydrologic conditions at Anaktuvuk Pass, Alaska, 1989","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr90591","usgsCitation":"Seitz, H., 1990, Hydrologic conditions at Anaktuvuk Pass, Alaska, 1989: U.S. Geological Survey Open-File Report 90-591, iv, 13 p. :ill. ;28 cm., https://doi.org/10.3133/ofr90591.","productDescription":"iv, 13 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":153404,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0591/report-thumb.jpg"},{"id":50449,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0591/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6115f2","contributors":{"authors":[{"text":"Seitz, H.R.","contributorId":106894,"corporation":false,"usgs":true,"family":"Seitz","given":"H.R.","email":"","affiliations":[],"preferred":false,"id":183370,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20843,"text":"ofr90105 - 1990 - Hydrologic activities of the U.S. Geological Survey in support of the Radionuclide Migration Program, Nevada Test Site and vicinity, Nye County, Nevada, fiscal year 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:07:40","indexId":"ofr90105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-105","title":"Hydrologic activities of the U.S. Geological Survey in support of the Radionuclide Migration Program, Nevada Test Site and vicinity, Nye County, Nevada, fiscal year 1987","docAbstract":"Hydrologic activities during the 1987 fiscal year by the U.S. Geological Survey in support of the Radionuclide Migration Program at the Nevada Test Site are summarized. These activities included monitoring groundwater levels; compiling and entering geohydrologic data into the U.S. Geological Survey computerized groundwater database; providing technical support to the Radionuclide Migration Committee and the Containment Evaluation Panel; and the planning, drilling, and sampling of the UE20n-1 hole. Groundwater levels were monitored continuously at 2 wells and intermittently at 36 selected wells, test holes, and emplacement holes. Selected monthly water-level measurements are listed for the continuously monitored wells and intermittent measurements are listed for the selected wells, test holes, and emplacement holes. Progress continued on four groundwater hydrology reports of the Nevada Test Site area. (Thacker-USGS, WRD)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr90105","usgsCitation":"Scott, W.B., 1990, Hydrologic activities of the U.S. Geological Survey in support of the Radionuclide Migration Program, Nevada Test Site and vicinity, Nye County, Nevada, fiscal year 1987: U.S. Geological Survey Open-File Report 90-105, iv, 13 p. :ill. ;28 cm., https://doi.org/10.3133/ofr90105.","productDescription":"iv, 13 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152099,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0105/report-thumb.jpg"},{"id":50440,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611920","contributors":{"authors":[{"text":"Scott, W. B.","contributorId":87887,"corporation":false,"usgs":true,"family":"Scott","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":183353,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":31070,"text":"wsp2370E - 1990 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods","interactions":[{"subject":{"id":13410,"text":"ofr8892 - 1988 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods","indexId":"ofr8892","publicationYear":"1988","noYear":false,"title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods"},"predicate":"SUPERSEDED_BY","object":{"id":31070,"text":"wsp2370E - 1990 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods","indexId":"wsp2370E","publicationYear":"1990","noYear":false,"chapter":"E","title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods"},"id":1}],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wsp2370E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2370","chapter":"E","title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods","docAbstract":"In Owens Valley, evapotranspiration (ET) is one of the largest components of outflow in the hydrologic budget and the least understood. ET estimates for December 1983 through October 1985 were made for seven representative locations selected on the basis of geohydrology and the characteristics of phreatophytic alkaline scrub and meadow communities. The Bowen-ratio, eddy-correlation, and Penman-combination methods were used to estimate ET. The results of the analyses appear satisfactory when compared with other estimates of ET. Results by the eddy-correlation method are for a direct and a residual latent-heat flux that is based on sensible-heat flux and energy-budget measurements. Penman-combination potential-ET estimates were determined to be unusable because they overestimated actual ET. Modification of the psychrometer constant of this method to account for differences between heat-diffusion resistance and vapor-diffusion resistance permitted actual ET to be estimated. \r\n\r\nThe methods described in this report may be used for studies in similar semiarid and arid rangeland areas in the Western United States. Meteorological data for three field sites are included in the appendix of this report. Simple linear regression analysis indicates that ET estimates are correlated to air temperature, vapor-density deficit, and net radiation. Estimates of annual ET range from 301 millimeters at a low-density scrub site to 1,137 millimeters at a high-density meadow site. The monthly percentage of annual ET was determined to be similar for all sites studied.","language":"ENGLISH","publisher":"U.S. G.P.O. ;For sale by the Books and Open-File Reports Section,","doi":"10.3133/wsp2370E","usgsCitation":"Duell, L.F., 1990, Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods: U.S. Geological Survey Water Supply Paper 2370, 39 p. Supercedes Open-file report 88-92, https://doi.org/10.3133/wsp2370E.","productDescription":"39 p. Supercedes Open-file report 88-92","numberOfPages":"39","costCenters":[],"links":[{"id":160546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2370e/report-thumb.jpg"},{"id":59629,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2370e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcae8","contributors":{"authors":[{"text":"Duell, Lowell F. W. Jr.","contributorId":81124,"corporation":false,"usgs":true,"family":"Duell","given":"Lowell","suffix":"Jr.","email":"","middleInitial":"F. W.","affiliations":[],"preferred":false,"id":204832,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20394,"text":"ofr90112 - 1990 - Hydrologic and chemical data from selected wells and springs in southern Elmore County, including Mountain Home Air Force Base, southwestern Idaho, Fall 1989","interactions":[],"lastModifiedDate":"2013-11-12T15:51:14","indexId":"ofr90112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-112","title":"Hydrologic and chemical data from selected wells and springs in southern Elmore County, including Mountain Home Air Force Base, southwestern Idaho, Fall 1989","docAbstract":"

Hydrologic and chemical data were collected during September through November 1989 from 90 wells and 6 springs in southern Elmore County, southwestern Idaho. These data were collected to characterize the chemical quality of water in major water-yielding zones in areas near Mountain Home and the Mountain Home Air Force Base. The data include well and spring locations, well-construction and water-level information, and chemical analysis of water from each well and spring inventoried.

\n
\n

Ground water in the study area is generally suitable for most uses. In localized areas, water is highly mineralized, and pH, concentrations of dissolved sulfate, chloride, or nitrite plus nitrate as nitrogen exceed national public drinking water limits. Fecal coliform and fecal streptococci bacteria were detected in separate water samples. One or more volatile organic compounds were detected in water samples from 15 wells, and the concentration of benzene exceeded the national public drinking water limit in a water sample from one well.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boise, ID","doi":"10.3133/ofr90112","collaboration":"Prepared in cooperation with Department of the Air Force","usgsCitation":"Parliman, D., and Young, H., 1990, Hydrologic and chemical data from selected wells and springs in southern Elmore County, including Mountain Home Air Force Base, southwestern Idaho, Fall 1989: U.S. Geological Survey Open-File Report 90-112, iii, 35 p. :ill. ;28 cm., https://doi.org/10.3133/ofr90112.","productDescription":"iii, 35 p. :ill. ;28 cm.","numberOfPages":"40","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":153173,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0112/report-thumb.jpg"},{"id":49941,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0112/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","country":"United States","state":"Idaho","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.083333,42.933333 ], [ -116.083333,43.225 ], [ -115.625,43.225 ], [ -115.625,42.933333 ], [ -116.083333,42.933333 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db6832fc","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":182578,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":182579,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20268,"text":"ofr90391 - 1990 - Records of wells and chemical analyses of ground water in Deuel and Hamlin counties, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:07:40","indexId":"ofr90391","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-391","title":"Records of wells and chemical analyses of ground water in Deuel and Hamlin counties, South Dakota","docAbstract":"Well and chemical groundwater data contained in three tables were collected during a 5-year study started in 1971 to determine the geology and water resources of Deuel and Hamlin Counties, South Dakota. Physical, hydrologic, and geologic data for 3,228 wells and test holes have been entered into computer storage in the Ground-Water Site Inventory File of the U.S. Geological Survey 's National Water Data Storage and Retrieval System (WATSTORE). The well tables in the report are computer printouts from WATSTORE. Water quality data from 564 chemical analyses have been stored in the Water-Quality File of WATSTORE and is computer printed in the chemical analyses table by aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr90391","usgsCitation":"Neitzert, K., and Hansen, D.S., 1990, Records of wells and chemical analyses of ground water in Deuel and Hamlin counties, South Dakota: U.S. Geological Survey Open-File Report 90-391, iv, 113 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr90391.","productDescription":"iv, 113 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":152284,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0391/report-thumb.jpg"},{"id":49803,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0391/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635736","contributors":{"authors":[{"text":"Neitzert, K.M.","contributorId":62613,"corporation":false,"usgs":true,"family":"Neitzert","given":"K.M.","affiliations":[],"preferred":false,"id":182356,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hansen, D. S.","contributorId":70003,"corporation":false,"usgs":true,"family":"Hansen","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":182357,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20210,"text":"ofr90389 - 1990 - Manual for comparing methods of designing hydrologic-data-collection networks","interactions":[],"lastModifiedDate":"2012-02-02T00:07:39","indexId":"ofr90389","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-389","title":"Manual for comparing methods of designing hydrologic-data-collection networks","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr90389","usgsCitation":"Moss, M.E., and Tasker, G.D., 1990, Manual for comparing methods of designing hydrologic-data-collection networks: U.S. Geological Survey Open-File Report 90-389, 104 p. :ill. ;28 cm., https://doi.org/10.3133/ofr90389.","productDescription":"104 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152384,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0389/report-thumb.jpg"},{"id":49756,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0389/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64aebd","contributors":{"authors":[{"text":"Moss, M. E.","contributorId":50500,"corporation":false,"usgs":true,"family":"Moss","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":182254,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tasker, Gary D.","contributorId":83097,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":182255,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":960,"text":"wsp2332 - 1990 - Hydrologic characteristics of the Great Salt Lake, Utah: 1847-1986","interactions":[],"lastModifiedDate":"2022-02-03T21:20:07.387679","indexId":"wsp2332","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2332","title":"Hydrologic characteristics of the Great Salt Lake, Utah: 1847-1986","docAbstract":"

The Great Salt Lake in Utah is a large body of water bordered on the west by barren desert and on the east by a major metropolitan area. It is the fourth largest terminal lake in the world, covering about 2,300 square miles in 1986. Since its historic low elevation of 4,191.35 feet in 1963, the lake rose to a new historic high elevation of 4,211.85 feet in 1986. Most of this increase (12.2 feet) occurred after 1982. The rise has caused $285 million of damage to lakeside industries, transportation, farming, and wildlife. Accompanying the rapid rise in lake level has been a decrease in salinity-from 28 percent in 1963 to about 6 percent in 1986. This has resulted in changes in the biota of the lake from obligate halophiles to opportunistic forms, such as blue-green algae and, most recently, a brackish-water fish.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2332","usgsCitation":"Arnow, T., and Stephens, D.W., 1990, Hydrologic characteristics of the Great Salt Lake, Utah: 1847-1986: U.S. Geological Survey Water Supply Paper 2332, Report: v, 32 p.; 1 Plate: 38.94 in x 50.82 in, https://doi.org/10.3133/wsp2332.","productDescription":"Report: v, 32 p.; 1 Plate: 38.94 in x 50.82 in","numberOfPages":"40","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":395409,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25364.htm"},{"id":246957,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2332/plate-1.pdf","size":"15001","linkFileType":{"id":1,"text":"pdf"}},{"id":25495,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2332/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137524,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2332/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Great Salt Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -113.104248046875,\n 40.6306300839918\n ],\n [\n -111.8353271484375,\n 40.6306300839918\n ],\n [\n -111.8353271484375,\n 41.74262728637672\n ],\n [\n -113.104248046875,\n 41.74262728637672\n ],\n [\n -113.104248046875,\n 40.6306300839918\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db61167b","contributors":{"authors":[{"text":"Arnow, Ted","contributorId":84733,"corporation":false,"usgs":true,"family":"Arnow","given":"Ted","affiliations":[],"preferred":false,"id":142920,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stephens, Doyle W.","contributorId":40195,"corporation":false,"usgs":true,"family":"Stephens","given":"Doyle","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":142919,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":18903,"text":"ofr90137 - 1990 - Ground-water flow and solute movement to drain laterals, western San Joaquin Valley, California; II, Quantitative hydrologic assessment","interactions":[{"subject":{"id":18903,"text":"ofr90137 - 1990 - Ground-water flow and solute movement to drain laterals, western San Joaquin Valley, California; II, Quantitative hydrologic assessment","indexId":"ofr90137","publicationYear":"1990","noYear":false,"title":"Ground-water flow and solute movement to drain laterals, western San Joaquin Valley, California; II, Quantitative hydrologic assessment"},"predicate":"SUPERSEDED_BY","object":{"id":70042509,"text":"70042509 - 1991 - Groundwater flow and solute movement to drain laterals, western San Joaquin Valley, California: 2. Quantitative hydrologic assessment","indexId":"70042509","publicationYear":"1991","noYear":false,"title":"Groundwater flow and solute movement to drain laterals, western San Joaquin Valley, California: 2. Quantitative hydrologic assessment"},"id":1}],"supersededBy":{"id":70042509,"text":"70042509 - 1991 - Groundwater flow and solute movement to drain laterals, western San Joaquin Valley, California: 2. Quantitative hydrologic assessment","indexId":"70042509","publicationYear":"1991","noYear":false,"title":"Groundwater flow and solute movement to drain laterals, western San Joaquin Valley, California: 2. Quantitative hydrologic assessment"},"lastModifiedDate":"2018-11-02T14:10:19","indexId":"ofr90137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-137","title":"Ground-water flow and solute movement to drain laterals, western San Joaquin Valley, California; II, Quantitative hydrologic assessment","docAbstract":"

Ground-water-flow modeling was used to estimate ground-water-flow paths and traveltimes to quantitatively assess the hydrologic processes affecting ground water and solute movement to drain laterals. Modeling results were used to calculate the depth distribution of ground water flowing into drain laterals at 1.8 meters (drain lateral 1) and 2.7 meters (drain lateral 2) below land surface. The simulations indicated that under nonirrigated conditions about 89 percent of the flow in drain lateral 2 was from ground water originating from depths greater than 6 meters below land surface. The deep ground water has higher selenium concentrations than shallow ground water. Simulation of irrigated conditions indicates that as recharge increases, the proportion of deep ground water entering the drain laterals decreases.

Ground-water-flow modeling also was used to estimate selenium loads in drain laterals for varying drain-lateral flow rates. Simulated loads are in general agreement with measured loads and increase with increasing drain-lateral flow. Simulations further indicate ground water that contains high-selenium concentrations probably will continue to enter drain lateral 2 for more than 8 years.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr90137","usgsCitation":"Fio, J., and Deverel, S.J., 1990, Ground-water flow and solute movement to drain laterals, western San Joaquin Valley, California; II, Quantitative hydrologic assessment: U.S. Geological Survey Open-File Report 90-137, iv, 15 p., https://doi.org/10.3133/ofr90137.","productDescription":"iv, 15 p.","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":359121,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0137/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151477,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0137/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"San Joaquin Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -121.84,35.06 ], [ -121.84,38.17 ], [ -118.67,38.17 ], [ -118.67,35.06 ], [ -121.84,35.06 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d5fc","contributors":{"authors":[{"text":"Fio, J.L.","contributorId":56662,"corporation":false,"usgs":true,"family":"Fio","given":"J.L.","affiliations":[],"preferred":false,"id":179952,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Deverel, S. J.","contributorId":65478,"corporation":false,"usgs":true,"family":"Deverel","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":179953,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17904,"text":"ofr90139 - 1990 - Water Resources Research Grant Program project descriptions, fiscal year 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:07:14","indexId":"ofr90139","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-139","title":"Water Resources Research Grant Program project descriptions, fiscal year 1989","docAbstract":"Information on the 36 new projects funded by the US Geological Survey 's (USGS) Water Resources Research Grant Program in fiscal year 1989 and on 27 projects completed during the year, is presented. For the new projects, the report gives the grant number, project title, performing organization, principal investigator(s), project duration, and a project description that includes: (1) identification of water-related problems and problem-solution approach; (2) contribution to problem solution; (3) objectives; and (4) approach. The 36 projects include 6 in groundwater transport and flow, 4 in the water quality treatment processes, 5 in water quality processes, 5 in biology, 9 in economics and management, and 7 in climate and hydrology. For the 27 completed projects, the report gives the grant number, project title, performing organization, principal investigator(s), starting date, date of receipt of final report, and an abstract of the final report. Each project description provides the information needed to obtain a copy of the final report. The report also contains tables showing: (1) proposals received according to area of research interest; (2) grant awards and funding according to area of research interest; (3) proposals received according to type of submitting organization; and (4) awards and funding according to type of organization. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr90139","usgsCitation":"Lew, M., and Murray, P.D., 1990, Water Resources Research Grant Program project descriptions, fiscal year 1989: U.S. Geological Survey Open-File Report 90-139, v, 121 ;28 cm., https://doi.org/10.3133/ofr90139.","productDescription":"v, 121 ;28 cm.","costCenters":[],"links":[{"id":149162,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0139/report-thumb.jpg"},{"id":47138,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0139/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697c37","contributors":{"authors":[{"text":"Lew, Melvin (compiler)","contributorId":16022,"corporation":false,"usgs":true,"family":"Lew","given":"Melvin","suffix":"(compiler)","affiliations":[],"preferred":false,"id":178156,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Murray, Pamela D.","contributorId":50917,"corporation":false,"usgs":true,"family":"Murray","given":"Pamela","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":178157,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17745,"text":"ofr90583 - 1990 - A summary of water-resources activities of the U.S. Geological Survey in Iowa; fiscal year 1990","interactions":[],"lastModifiedDate":"2016-03-09T14:28:43","indexId":"ofr90583","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-583","title":"A summary of water-resources activities of the U.S. Geological Survey in Iowa; fiscal year 1990","docAbstract":"

Water resources activities of the U.S. Geological Survey in Iowa consist of collecting hydrologic data and conducting interpretive studies. Hydrologic investigations in Iowa are made through three basic types of projects: (1) hydrologic data-collection programs; (2) local or areal hydrologic studies; and (3) statewide or regional investigations. These projects are funded through cooperative joint-funding agreements with Federal, State, and local agencies and direct Federal funds. The data and the results of the interpretive studies are published or released by either the U.S. Geological Survey or by cooperating agencies. This report describes: (1) the hydrologic data-collection programs; (2) the local or areal hydrologic investigations; and (3) statewide or regional studies conducted by the U.S Geological Survey in Iowa during fiscal year 1990 and provides a list of selected water-resources references for Iowa.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/ofr90583","usgsCitation":"1990, A summary of water-resources activities of the U.S. Geological Survey in Iowa; fiscal year 1990: U.S. Geological Survey Open-File Report 90-583, x, 49 p.: ill., maps; 28 cm., https://doi.org/10.3133/ofr90583.","productDescription":"x, 49 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":150057,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0583/report-thumb.jpg"},{"id":46969,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0583/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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No abstract available.

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No abstract available.

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