The conceptual model of the Lassen system is termed a liquid-dominated hydrothermal system with a parasitic vapor-dominated zone. The essential feature of this model is that steam and steam-heated discharge at relatively high elevations in Lassen Volcanic National Park (LVNP) and liquid discharge with high chloride concentrations at relatively low elevations outside LVNP are both fed by an upflow of high-enthalpy two-phase fluid within the Park. Liquid flows laterally away from the upflow area towards the areas of high-chloride discharge, and steam rises through a vapor-dominated zone to feed the steam and steam-heated features. Numerical simulations show that several conditions are necessary for the development of this type of system, including (1) large-scale topographic relief, (2) an initial period of convective heating within an upflow zone followed by some change in hydrologic or geologic conditions that initiates drainage of liquid from portions of the upflow zone, and (3) low permeability barriers that inhibit the movement of cold water into the vapor zone. Simulations of thermal fluid withdrawal south of LVNP, carried out in order to determine the effects of such withdrawal on portions of the hydrothermal system within the Park, showed decreases in pressure and liquid saturation beneath the vapor zone which result in a temporary increase and subsequent decrease in the rate of upflow of steam.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844278","usgsCitation":"Sorey, M., and Ingebritsen, S.E., 1984, Quantitative analysis of the hydrothermal system in Lassen Volcanic National Park and Lassen Known Geothermal Resource Area: U.S. Geological Survey Water-Resources Investigations Report 84-4278, viii, 80 p., https://doi.org/10.3133/wri844278.","productDescription":"viii, 80 p.","costCenters":[],"links":[{"id":405396,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36121.htm","linkFileType":{"id":5,"text":"html"}},{"id":58658,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4278/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160298,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4278/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Lassen Volcanic Park and Lassen Known Geothermal Area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.9921875,\n 40.01078714046552\n ],\n [\n -120.7012939453125,\n 40.01078714046552\n ],\n [\n -120.7012939453125,\n 40.91766362458114\n ],\n [\n -121.9921875,\n 40.91766362458114\n ],\n [\n -121.9921875,\n 40.01078714046552\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685ecb","contributors":{"authors":[{"text":"Sorey, M.L.","contributorId":73185,"corporation":false,"usgs":true,"family":"Sorey","given":"M.L.","affiliations":[],"preferred":false,"id":202238,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ingebritsen, S. E.","contributorId":8078,"corporation":false,"usgs":true,"family":"Ingebritsen","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202237,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29851,"text":"wri844086 - 1984 - Appraisal of the surficial aquifers in the Pomme de Terre and Chippewa River Valleys, western Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T11:06:56","indexId":"wri844086","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4086","title":"Appraisal of the surficial aquifers in the Pomme de Terre and Chippewa River Valleys, western Minnesota","docAbstract":"The surf icial sands in the Pomme de Terre and Chippewa River valleys in Grant, Pope, Stevens, and Swift Counties have been studied to determine the occurrence, availability, and quality of ground water in these aquifers.
\nIn the northern part of the Pomme de Terre and Chippewa River valleys, the aquifers consist of coarse sand and gravel ranging from 0 to 100 feet in thickness; transmissivities range from 0 to 35,000 feet squared per day in narrow, steep-sided erosional valleys. In the north, well yields commonly exceed 1,000 gallons per minute and may be as much as 4,000 gallons per minute locally. Farther south, the deposits are medium to fine grained, range from 0 to 90 feet thick, and reach a maximum width of 10 miles near Benson, Minnesota. Transmissivities range from 0 to 25,000 feet squared per day. Wells may yield as much as 1,500 gallons per minute locally. Southeast of Clontarf, well yields generally do not exceed 500 gallons per minute because the deposits are thinly saturated and fine grained.
\nGround water in the surf icial aquifer is a mixed calcium magnesium-sulf ate bicarbonate type that is chemically suitable for most uses. Concentrations of most constituents analyzed were below limits recommended by the Minnesota Pollution Control Agency for drinking water, but concentrations of manganese, iron, nitrite plus nitrate, and dissolved solids exceed recommended limits locally. Salinity, as indicated by the specific conductance (values ranged from 580 to 1,000 micromhos per centimeter) was in the medium to high range at several locations.
\nAn analytical model was used to estimate the effect on streamflow of pumpage from the surficial aquifer in the narrow, 50-mile reach of the Pomme de Terre River valley in Stevens and Grant Counties. The model indicates that the 43 existing wells pumping at maximum potential yields could reduce streamflow by 55 cubic feet per second. Addition of 23 wells also pumping at maximum potential yields could reduce streamflow by 77 cubic feet per second; this rate exceeds low base flow of the Pomme de Terre River.
\nFinite-difference models were used to simulate flow in the surficial aquifer along the Pomme de Terre River near Appleton in Swift County and along the Chippewa River between Cyrus in Pope County and Danvers in Swift County. In the Appleton area/ model analyses indicate that pumping lowered water levels as much as 3 feet from 1973-80 and reduced streamflow by about 14 cubic feet per second. Additional regional water-level declines of 1 to 2 feet/ and up to 4 feet locally near aquifer-till boundaries, can be expected after about 4 years if pumping continues at the 1980 rate and area! recharge from precipitation is near normal. However/ simulation of increased pumping rates and decreased area! recharge during a 3-year drought indicates that water levels may decline as much as 9 feet near aquifer-till boundaries and streamflow may be reduced by about 41 cubic feet per second, which is about 95 percent of the available flow in the Pomme de Terre River at the 55-percent flow duration. Model results also suggest that/ during the first year of a drought/ the combined pumpage from wells operated during 1980 along the Pomme de Terre River in Stevens and Grant Counties and in the Appleton area could reduce streamflow to zero during base flow. Model-computed streamflow deficiencies are 48 and 60 cubic feet per second at the 55- and 70-percent flow duration/ respectively. Under such conditions/ pumping could not be sustained at the rates simulated unless there was sufficient water stored in the stream channel or streamflow was augmented.
\nIn the Cyrus-Benson area/ model results indicate that tinder 1980 development and average area! recharge/ dynamic equilibrium would be reached in less than 4 years and additional drawdown would be less than 2 feet. A 3-year drought coupled with increased pumping from irrigation wells operated during 1980 would lower water levels as much as 6 feet and reduce flow in the Chippewa River by about 26 cubic feet per second. At maximum hypothetical development in terms of the number of wells and normal area! recharge/ water levels would be lowered as much as 9 feet and streamflow would be reduced about 12 cubic feet per second. At maximum hypothetical development/ drought conditions and increased pumping would lower water levels as much as 12 feet and reduce flow in the Chippewa River by about 30 cubic feet per second/ which equals about 75 percent of available streamflow at the 70-percent flow duration.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri844086","collaboration":"Prepared in cooperation with the Pomme de Terre and Chippewa Ground-Water Study Steering Committee and the Minnesota Department of Natural Resources","usgsCitation":"Soukup, W., Gillies, D.C., and Myette, C., 1984, Appraisal of the surficial aquifers in the Pomme de Terre and Chippewa River Valleys, western Minnesota: U.S. Geological Survey Water-Resources Investigations Report 84-4086, Document: vi, 63 p.; 4 Plates: 17.05 x 37.31 inches or smaller, https://doi.org/10.3133/wri844086.","productDescription":"Document: vi, 63 p.; 4 Plates: 17.05 x 37.31 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":58660,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4086/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58661,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4086/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124175,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4086/report-thumb.jpg"},{"id":58662,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4086/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58663,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4086/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58664,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4086/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Pomme de Terre and Chippewa River Valleys","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -96.016667,\n 46.116667\n ],\n [\n -95.75,\n 46.116667\n ],\n [\n -95.75,\n 45.766667\n ],\n [\n -95.633333,\n 45.766667\n ],\n [\n -95.633333,\n 45.416667\n ],\n [\n -95.5,\n 45.416667\n ],\n [\n -95.5,\n 45.15\n ],\n [\n -95.733333,\n 45.15\n ],\n [\n -95.733333,\n 44.966667\n ],\n [\n -95.833333,\n 44.966667\n ],\n [\n -96.1,\n 45.166667\n ],\n [\n -96.1,\n 45.416667\n ],\n [\n -96.016667,\n 45.416667\n ],\n [\n -96.016667,\n 46.116667\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a3e4","contributors":{"authors":[{"text":"Soukup, W.G.","contributorId":82732,"corporation":false,"usgs":true,"family":"Soukup","given":"W.G.","email":"","affiliations":[],"preferred":false,"id":202243,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gillies, D. C.","contributorId":53809,"corporation":false,"usgs":true,"family":"Gillies","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":202242,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Myette, C. F.","contributorId":97115,"corporation":false,"usgs":true,"family":"Myette","given":"C. F.","affiliations":[],"preferred":false,"id":202244,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29874,"text":"wri834187 - 1984 - Ground-water resources of St. Johns County, Florida","interactions":[],"lastModifiedDate":"2022-02-02T22:25:05.176808","indexId":"wri834187","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4187","title":"Ground-water resources of St. Johns County, Florida","docAbstract":"The primary sources of water in St. Johns County are the surficial and Floridan aquifers. The surficial aquifer is the principal source of public and rural water supplies in most of the county. The Floridan aquifer serves as the major source of water for irrigation. In much of the county, water from the Floridan aquifer does not meet secondary drinking water standards established by the U.S. Environmental Protection Agency. The surficial aquifer is comprised of deposits of clay, sand, shell, and coquina that extended to a maximum depth of about 120 feet below land surface. Yields to 2-inch wells tapping the aquifer range from 1 to 40 gallons per minute and water generally meets drinking water standards. The Floridan aquifer consists of limestone and dolomite of Eocene age. In St. Johns County, the top of the aquifer ranges from about 89 to more than 360 feet below sea level. Yields from 4-inch wells range from 100 to several thousand gallons per minute. The presence of ancient seawater and the dissolution of gypsum and anhydrite are the primary factors governing water quality in the aquifer. In the southwest part of the county, intensive pumpage for irrigation has resulted in substantial increases in chloride concentration.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834187","usgsCitation":"Spechler, R., and Hampson, P.S., 1984, Ground-water resources of St. Johns County, Florida: U.S. Geological Survey Water-Resources Investigations Report 83-4187, vi, 49 p., https://doi.org/10.3133/wri834187.","productDescription":"vi, 49 p.","costCenters":[],"links":[{"id":395320,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35836.htm"},{"id":58687,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4187/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124186,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4187/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"St. Johns County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.7,\n 29.62\n ],\n [\n -81.233,\n 29.62\n ],\n [\n -81.233,\n 30.25\n ],\n [\n -81.7,\n 30.25\n ],\n [\n -81.7,\n 29.62\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d594","contributors":{"authors":[{"text":"Spechler, R. M.","contributorId":85961,"corporation":false,"usgs":true,"family":"Spechler","given":"R. M.","affiliations":[],"preferred":false,"id":202283,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hampson, P. S.","contributorId":58677,"corporation":false,"usgs":true,"family":"Hampson","given":"P.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":202282,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29900,"text":"wri834001 - 1984 - Flood potential of Fortymile Wash and its principal southwestern tributaries, Nevada Test Site, southern Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri834001","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4001","title":"Flood potential of Fortymile Wash and its principal southwestern tributaries, Nevada Test Site, southern Nevada","docAbstract":"Analysis of flood hazards for a 9-mile reach of Fortymile Wash and three of its tributaries was undertaken to aid in determining possible sites for the storage of radioactive wastes. Data from 12 peak-flow gaging stations adjacent to the Test Site were used to develop regression relations that permit an estimation of the magnitude of the 100-and 500-year flood peaks. The regional maximum flood was estimated on the basis of data from extreme floods elsewhere in Nevada and in surrounding states. On Fortymile Wash (drainage area at farthest downstreams cross section, 312 sq mi), the estimated maximum water depth for the three flood magnitudes are 8, 11, and 29 feet, respectively. Mean flow velocities would be as great as 9, 14, and 28 ft/s.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834001","usgsCitation":"Squires, R., and Young, R., 1984, Flood potential of Fortymile Wash and its principal southwestern tributaries, Nevada Test Site, southern Nevada: U.S. Geological Survey Water-Resources Investigations Report 83-4001, vi, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834001.","productDescription":"vi, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123492,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4001/report-thumb.jpg"},{"id":58716,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4001/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58717,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4001/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49afe4b07f02db5c8556","contributors":{"authors":[{"text":"Squires, R.R.","contributorId":85227,"corporation":false,"usgs":true,"family":"Squires","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":202322,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, R.L.","contributorId":72423,"corporation":false,"usgs":true,"family":"Young","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":202321,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29943,"text":"wri844056 - 1984 - Dissolved-oxygen regime of the Jordan River, Salt Lake County, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri844056","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4056","title":"Dissolved-oxygen regime of the Jordan River, Salt Lake County, Utah","docAbstract":"Concentrations of dissolved oxygen in the Jordan River in Salt Lake County decrease considerably as the river flows northward. Mean concentrations of dissolved oxygen decreased from 8.1 milligrams per liter at the Jordan Narrows to 4.7 milligrams per liter at 500 North Street during April 1981 to September 1982. Coincident with the decrease, the biochemical-oxygen demand increased from 5 to 7 milligrams per liter. About 50 percent of the dissolved-oxygen concentrations and 90 percent of the 5-day biochemical-oxygen demand measured downstream from 1700 South Street exceeded the State intended-use standards. An estimated 6. million pounds of oxygen-demanding substances as measured by 5-day biochemical-oxygen demand were discharged to the Jordan River during 1981 from point sources downstream from 9000 South Street. Seven wastewater-treatment plants contributed 77 percent of this load, nonstorm base flows contributed 22 percent, and storm flows less than 1 percent. The Surplus Canal diversion at 2100 South Street removed about 70 percent of this load, and travel time of about 1 day also decreased the actual effects of the load on the river. Reaeration rates during September and October were quite high (average K2 at 20 degrees Celsius was about 12 per day) between the Jordan Narrows and 9000 South Street, but they decreased to 2.4 per day in the reach from 1330 South to 1800 North Streets. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844056","usgsCitation":"Stephens, D.W., 1984, Dissolved-oxygen regime of the Jordan River, Salt Lake County, Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4056, viii, 56 p. :ill. ;28 cm., https://doi.org/10.3133/wri844056.","productDescription":"viii, 56 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123497,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4056/report-thumb.jpg"},{"id":58767,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a21a","contributors":{"authors":[{"text":"Stephens, D. W.","contributorId":68335,"corporation":false,"usgs":true,"family":"Stephens","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202399,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29949,"text":"wri844298 - 1984 - Water-quality investigations of the Jordan River, Salt Lake County, Utah, 1980-82","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri844298","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4298","title":"Water-quality investigations of the Jordan River, Salt Lake County, Utah, 1980-82","docAbstract":"Water-quality studies were conducted on the Jordan River, Utah, to investigate specific problems: dissolved oxygen, toxic substances, sanitary quality, and turbidity and suspended sediment. The dissolved oxygen decreased from 8 milligrams per liter at the Jordan Narrows to less than 5 milligrams per liter at 500 North Street. Chemical oxygen demand increased about 23 percent and biochemical oxygen demand increased 90 percent. Nearly 78 percent of the water samples analyzed for total mercury exceeded the State intended-use standard of 0.05 microgram per liter. Concentrations of ammonia, cadmium, copper, lead, and zinc exceeded the standards periodically. The pesticides DDD, DDE, DDT, dieldrin, methoxychlor, and 2,4-D were occasionally detected in bottom materials. Most were present in quantities of less than 15 micrograms per kilogram. Concentrations of three indicator bacteria (total coliform, fecal coliform, and fecal streptococcus) increased in a downstream direction. Concentrations of total coliform bacteria often exceeded 5,000 colonies per 100 milliliters and concentrations of fecal coliform bacteria often exceeded 2,000 colonies per 100 milliliters. The primary sources of turbidity in the Jordan River are Utah Lake and discharges from the wastewater-treatment plants. Large values of turbidity were measured at the Jordan Narrows with a summer mean value of 88 nephelometer turbidity units (NTU) and a winter mean value of 43 NTU. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844298","usgsCitation":"Stephens, D.W., 1984, Water-quality investigations of the Jordan River, Salt Lake County, Utah, 1980-82: U.S. Geological Survey Water-Resources Investigations Report 84-4298, viii, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844298.","productDescription":"viii, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":125066,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4298/report-thumb.jpg"},{"id":58770,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4298/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e551a","contributors":{"authors":[{"text":"Stephens, D. W.","contributorId":68335,"corporation":false,"usgs":true,"family":"Stephens","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202412,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29973,"text":"wri834223 - 1984 - Estimate of self-supplied domestic water use in Oklahoma during 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri834223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4223","title":"Estimate of self-supplied domestic water use in Oklahoma during 1980","docAbstract":"Reported or measured water-use data for the domestic self-supplied user were not available for Oklahoma; therefore estimates of water use within this classification were derived. The total self-supplied population in Oklahoma during 1980 was estimated to be 343,615, which was 11.4 percent of the total 1980 State population. The rate of water use by this group was estimated to be 56 gallons per capita per day. The estimated annual domestic self-supplied water use by county ranged from 10 to 1,180 acre-feet, with a total statewide use of 21,610 acre-feet.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834223","usgsCitation":"Stoner, J., 1984, Estimate of self-supplied domestic water use in Oklahoma during 1980: U.S. Geological Survey Water-Resources Investigations Report 83-4223, iii, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834223.","productDescription":"iii, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122749,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4223/report-thumb.jpg"},{"id":58785,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4223/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdd9c","contributors":{"authors":[{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":202463,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30009,"text":"wri844162 - 1984 - Hydrology of Prairie Dog Creek Valley, Norton Dam to state line, north-central Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri844162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4162","title":"Hydrology of Prairie Dog Creek Valley, Norton Dam to state line, north-central Kansas","docAbstract":"Development of water resources has been a major factor in the economy of Prairie Dog Creek Valley in north-central Kansas. Releases from Norton Reservoir to the Almena Irrigation District averaged 6,900 acre-feet per year during 1967-76. The number of irrigation wells increased from 4 to 147 during 1947-78. Ground water in the valley is derived mostly from the alluvial aquifer. The effects of irrigation on the aquifer are indicated by water-level changes. The water in storage increased from 130,000 to 136,000 acre-feet during 1947-78 due to recharge from surface-water irrigation. A steady-state model of the aquifer prior to irrigation (1947) indicated that most recharge was from precipitation (88 percent) and most discharge was to streams (54 percent) and reparian transpiration (26 percent). Although aquifer storage increased in this area, storage generally decreased in other areas of western Kansas. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844162","usgsCitation":"Stullken, L., 1984, Hydrology of Prairie Dog Creek Valley, Norton Dam to state line, north-central Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4162, vi, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844162.","productDescription":"vi, 49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122665,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4162/report-thumb.jpg"},{"id":58814,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4162/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58815,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4162/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58816,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4162/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58817,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4162/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6047de","contributors":{"authors":[{"text":"Stullken, L.E.","contributorId":59049,"corporation":false,"usgs":true,"family":"Stullken","given":"L.E.","affiliations":[],"preferred":false,"id":202523,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30030,"text":"wri844343 - 1984 - Summary of results of an investigation to define the geohydrology and simulate the effects of large ground-water withdrawals on the Mississippi River alluvial aquifer in northwestern Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri844343","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4343","title":"Summary of results of an investigation to define the geohydrology and simulate the 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 north-western Mississippi (the Delta) is underlain by the prolific Mississippi River alluvial aquifer that currently (1983) yields about 1,100 Mgal/d of water to irrigation wells. Commonly, about 20 feet of clay underlying the Delta land surface is underlain by about 80 to 180 feet of sand and gravel that forms the aquifer. The Mississippi River is in good hydraulic connection with the alluvial aquifer. Generally smaller streams are less likely to have good hydraulic connection with the aquifer. Direct vertical recharge to the alluvial aquifer is small. A two-dimensional finite-difference computer model of the alluvial aquifer was constructed, calibrated, and verified using water levels observed for five dates within the period April 1981 to September 1983. The model shows that the aquifer had a net loss in storage of about 360 Mgal/d for the 2-year period April 1981 to April 1983, when pumpage was about 1,100 Mgal/d. The net inflows from the sources of recharge were: Mississippi River, 390 Mgal/d; recharge along east edge of the Delta, 170 Mgal/d; streams within the Delta, 81 Mgal/d; and areal recharge from infiltration, 180 Mgal/d. The effects of several levels of pumpage by wells were projected 20 years into the future. In 2003, the result of continued pumpage at the 1,100 Mgal/d pumping rate would be lowered ground-water levels of more than 20 feet in a large area in the central part of the Delta, and ground-water levels would continue to decline. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844343","usgsCitation":"Sumner, D.M., and Wasson, B.E., 1984, Summary of results of an investigation to define the geohydrology and simulate the effects of large ground-water withdrawals on the Mississippi River alluvial aquifer in northwestern Mississippi: U.S. Geological Survey Water-Resources Investigations Report 84-4343, iii, 17 p. :maps ;28 cm., https://doi.org/10.3133/wri844343.","productDescription":"iii, 17 p. :maps ;28 cm.","costCenters":[],"links":[{"id":160090,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4343/report-thumb.jpg"},{"id":58833,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4343/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db697f9e","contributors":{"authors":[{"text":"Sumner, D. M.","contributorId":100827,"corporation":false,"usgs":true,"family":"Sumner","given":"D.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":202561,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wasson, B. E.","contributorId":11204,"corporation":false,"usgs":true,"family":"Wasson","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202560,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30053,"text":"wri834174 - 1984 - A water-quality study of the Russian River basin during the low-flow seasons, 1973-78, Sonoma and Mendocino Counties, California","interactions":[],"lastModifiedDate":"2022-01-21T19:40:32.854093","indexId":"wri834174","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4174","title":"A water-quality study of the Russian River basin during the low-flow seasons, 1973-78, Sonoma and Mendocino Counties, California","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834174","usgsCitation":"Sylvester, M.A., and Church, R.L., 1984, A water-quality study of the Russian River basin during the low-flow seasons, 1973-78, Sonoma and Mendocino Counties, California: U.S. Geological Survey Water-Resources Investigations Report 83-4174, vii, 106 p., https://doi.org/10.3133/wri834174.","productDescription":"vii, 106 p.","costCenters":[],"links":[{"id":394682,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35824.htm"},{"id":58863,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4174/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122184,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4174/report-thumb.jpg"}],"country":"United States","state":"California","county":"Mendocino County, Sonoma County","otherGeospatial":"Russian River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -123.417,\n 38.333\n ],\n [\n -122.667,\n 38.333\n ],\n [\n -122.667,\n 39.417\n ],\n [\n -123.417,\n 39.417\n ],\n [\n -123.417,\n 38.333\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d7d","contributors":{"authors":[{"text":"Sylvester, M. A.","contributorId":10838,"corporation":false,"usgs":true,"family":"Sylvester","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202599,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Church, R. L.","contributorId":61078,"corporation":false,"usgs":true,"family":"Church","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202600,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30070,"text":"wri844130 - 1984 - Distribution and occurrence of total coliform bacteria in Floridan aquifer wells, western Lake County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri844130","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4130","title":"Distribution and occurrence of total coliform bacteria in Floridan aquifer wells, western Lake County, Florida","docAbstract":"Total coliform bacteria data for Floridan aquifer wells in western Lake County, central Florida, are presented. Included are data collected from 1966 to 1979 by the Florida Department of Environmental Regulation for 98 public-supply wells, and data collected during 1982 by the U.S. Geological Survey for 29 wells. The data for the 98 public supplies indicate that 85 percent have a record of total coliform occurrence in the raw water. Data from the 29 wells sampled by the Geological Survey indicate that 55 percent have a record total coliform occurrence. Further comparison of the two data sets indicates that the Geological Survey data generally indicate a lower percentage of sites with coliform occurrence and, in some cases, a different pattern of occurrence than did the Department of Environmental Regulation data. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844130","usgsCitation":"Taylor, G., 1984, Distribution and occurrence of total coliform bacteria in Floridan aquifer wells, western Lake County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4130, iv, 28 p. :maps ;28 cm., https://doi.org/10.3133/wri844130.","productDescription":"iv, 28 p. :maps ;28 cm.","costCenters":[],"links":[{"id":122766,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4130/report-thumb.jpg"},{"id":58881,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4130/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649633","contributors":{"authors":[{"text":"Taylor, G.F.","contributorId":6486,"corporation":false,"usgs":true,"family":"Taylor","given":"G.F.","email":"","affiliations":[],"preferred":false,"id":202623,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30081,"text":"wri844176 - 1984 - Wireline-rotary air coring of the Bandelier Tuff, Los Alamos, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wri844176","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4176","title":"Wireline-rotary air coring of the Bandelier Tuff, Los Alamos, New Mexico","docAbstract":"This paper describes experiments using wireline-rotary air-coring techniques conducted in the Bandelier Tuff using a modified standard wireline core-barrel system. The modified equipment was used to collect uncontaminated cores of unconsolidated ash and indurated tuff at Los Alamos, New Mexico. Core recovery obtained from the 210-foot deep test hole was about 92 percent. A standard HQ-size, triple-tube wireline core barrel (designed for the passage of liquid drilling fluids) was modified for air coring as follows: (1) Air passages were milled in the latch body part of the head assembly; (2) the inside dimension of the outer core barrel tube was machined and honed to provide greater clearance between the inner and outer barrels; (3) oversized reaming devices were added to the outer core barrel and the coring bit to allow more clearance for air and cuttings return; (4) the eight discharge ports in the coring bit were enlarged. To control airborne-dust pollution, a dust-and-cuttings discharge subassembly, designed and built by project personnel, was used. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844176","usgsCitation":"Teasdale, W., and Pemberton, R., 1984, Wireline-rotary air coring of the Bandelier Tuff, Los Alamos, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 84-4176, iii, 9 p. :ill. ;28 cm., https://doi.org/10.3133/wri844176.","productDescription":"iii, 9 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123252,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4176/report-thumb.jpg"},{"id":58891,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4176/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4987e4b07f02db5af27b","contributors":{"authors":[{"text":"Teasdale, W.E.","contributorId":50177,"corporation":false,"usgs":true,"family":"Teasdale","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":202642,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pemberton, R.R.","contributorId":70441,"corporation":false,"usgs":true,"family":"Pemberton","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":202643,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30086,"text":"wri834080 - 1984 - Ground-water-quality monitoring network design for the San Joaquin Valley ground-water basin, California","interactions":[],"lastModifiedDate":"2017-03-08T11:51:30","indexId":"wri834080","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4080","title":"Ground-water-quality monitoring network design for the San Joaquin Valley ground-water basin, California","docAbstract":"Ideal and actual ground-water-quality monitoring networks are proposed for the San Joaquin Valley basin in California. The ideal network, which comprises several subnetworks, provides direction in the development of an actual network of wells currently monitored by known operating agencies. The ideal network can serve as a basis for the future expansion of the actual network as more wells are included in the inventory of active monitoring networks. The management objectives of these networks are to develop a general baseline of ground-water quality, to identify temporal and spatial trends in ground-water quality, and to identify large-scale sources of contamination of ground water. The networks are based on an information structure that includes land use, surface and subsurface geology, ground-water levels, surface- and ground-water quality, possible sources of contamination, and active ground-water-quality monitoring networks. Development of the categories and subcategories of network objectives, which are needed to describe the quality of the ground water in the basin, makes clear the inadequacy of the currently operated networks. The expansion of ground-water-quality monitoring in the San Joaquin Valley, therefore, would be necessary to approximate adequately the ideal network.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834080","collaboration":"Prepared in cooperation with the California State Water Resources Control Board","usgsCitation":"Templin, W.E., 1984, Ground-water-quality monitoring network design for the San Joaquin Valley ground-water basin, California: U.S. Geological Survey Water-Resources Investigations Report 83-4080, Report: vi, 133 p.; 19 plates: 27.96 x 37.37 inches or less, https://doi.org/10.3133/wri834080.","productDescription":"Report: vi, 133 p.; 19 plates: 27.96 x 37.37 inches or less","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":335045,"rank":17,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-9.pdf","text":"Plate 9","size":"5.01 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 9"},{"id":335035,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-4.pdf","text":"Plate 4","size":"5.55 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 4"},{"id":335043,"rank":16,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-7D.pdf","text":"Plate 7D","size":"4.44 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 7D"},{"id":335051,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-3A.pdf","text":"Plate 3A","size":"5.93 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 3A"},{"id":335048,"rank":20,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-12.pdf","text":"Plate 12","size":"5.42 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 12"},{"id":335047,"rank":19,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-11.pdf","text":"Plate 11","size":"5.86 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 11"},{"id":335040,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-6.pdf","text":"Plate 6","size":"5.72 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 6"},{"id":335052,"rank":13,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-7A.pdf","text":"Plate 7A","size":"5.95 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 7A"},{"id":335041,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-7B.pdf","text":"Plate 7B","size":"5.83 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 7B"},{"id":335042,"rank":14,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-7C.pdf","text":"Plate 7C","size":"5.24 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 7C"},{"id":335044,"rank":15,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-8.pdf","text":"Plate 8","size":"5.19 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 8"},{"id":335070,"rank":21,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4080/report.pdf","text":"Report","size":"2.64 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":335069,"rank":21,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4080/report-thumb.jpg"},{"id":335036,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-5A.pdf","text":"Plate 5A","size":"5.89 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 5A"},{"id":335046,"rank":18,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-10.pdf","text":"Plate 10","size":"8.31 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 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MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 3C"},{"id":335034,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-3B.pdf","text":"Plate 3B","size":"6.27 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 3B"}],"country":"United States","state":"California","otherGeospatial":"San Joaquin Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.607666015625,\n 38.9679511540159\n ],\n [\n -122.04711914062499,\n 38.82259097617713\n ],\n [\n -122.15698242187499,\n 38.60828592850559\n ],\n [\n -122.10205078124999,\n 38.35888785866677\n ],\n [\n -121.57470703125,\n 37.55328764595765\n ],\n [\n -121.22314453124999,\n 37.01132594307015\n ],\n [\n -120.750732421875,\n 36.37706783983682\n ],\n [\n -119.94873046874999,\n 35.31736632923788\n ],\n [\n -119.410400390625,\n 34.8949424473973\n ],\n [\n -119.10278320312499,\n 34.57895241036945\n ],\n [\n -118.60839843749999,\n 34.51560953848201\n ],\n [\n -118.487548828125,\n 34.633207911379564\n ],\n [\n -118.41064453125,\n 34.93097858831627\n ],\n [\n -118.487548828125,\n 35.31736632923788\n ],\n [\n -118.641357421875,\n 35.85343961959182\n ],\n [\n -119.190673828125,\n 36.756490329505176\n ],\n [\n -120.92651367187499,\n 38.47079371120379\n ],\n [\n -121.1572265625,\n 38.788345355085625\n ],\n [\n -121.37695312499999,\n 38.933775528197195\n ],\n [\n -121.607666015625,\n 38.9679511540159\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a95e4b07f02db65a0ac","contributors":{"authors":[{"text":"Templin, William E.","contributorId":8509,"corporation":false,"usgs":true,"family":"Templin","given":"William","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202650,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30128,"text":"wri844169 - 1984 - Annual suspended-sediment loads in the Green River at Green River, Utah, 1930-82","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri844169","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4169","title":"Annual suspended-sediment loads in the Green River at Green River, Utah, 1930-82","docAbstract":"The Green River above gaging station 093150000 at Green River, Utah, drains about 44,850 square miles in Utah, Colorado, and Wyoming. The average annual precipitation near the station was 6.11 inches. Rocks ranging in age from Precambrian to Holocene are exposed in the Green River drainage basin above Green River, Utah. Shale, siltstone, and mudstone of Tertiary age probably are the most easily eroded rocks in the basin, and they contribute a large part of the sediment load in the Green River. During 1930-82, the U.S. Geological Survey collected records of fluvial sediment at station 093150000. Based on these records the mean annual suspended-sediment load was about 15,630,000 tons, ranging from 1,780,000 tons during 1934 to 43,400,000 tons during 1937. The minimum daily load of 54 tons was on September 27, 1956, and the maximum daily load of 2,230,000 tons was on July 11, 1936. Analysis of the suspended-sediment records collected from 1930-82 at station 093150000 indicated that the accuracy of the records is fair prior to 1945 and good for the remaining period of record. The records after 1945 reflect the use of improved sampling equipment. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844169","usgsCitation":"Thompson, K.R., 1984, Annual suspended-sediment loads in the Green River at Green River, Utah, 1930-82: U.S. Geological Survey Water-Resources Investigations Report 84-4169, iv, 17 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844169.","productDescription":"iv, 17 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124107,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4169/report-thumb.jpg"},{"id":58933,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4169/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b7fd","contributors":{"authors":[{"text":"Thompson, K. R.","contributorId":92677,"corporation":false,"usgs":true,"family":"Thompson","given":"K.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202728,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30130,"text":"wri844155 - 1984 - Reconnaissance of toxic substances in the Jordan River, Salt Lake County, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri844155","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4155","title":"Reconnaissance of toxic substances in the Jordan River, Salt Lake County, Utah","docAbstract":"A reconnaissance of toxic substances in the Jordan River, Salt Lake County, Utah, was made during July, 1980 to October, 1982 as part of a larger study of the river that included studies of sanitary quality, dissolved oxygen, and turbidity. Samples for toxic substances were collected at five sites on the Jordan River, at three major tributaries, and at six storm drains. The toxic substance that most frequently exceeded State standards was total mercury. About 78 percent of the 138 samples for total mercury exceeded the State standard of 0.05 microgram per liter. Other toxic substances that exceeded State standards were: Ammonia-18 percent of the samples analyzed, cadmium--9 percent, copper-9 percent, zinc--6 percent, and lead--2 percent. One sample for cyanide and one for iron also exceeded State standards. The diversity of toxic substances with concentrations large enough to cause them to be problems increased from the upstream sampling site at the Jordan Narrows to the next two downstream sites at 9000 South and 5800 South Streets. Concentrations of trace elements in stream-bottom materials also increased in a downstream direction. Substantial increases first were observed at 5800 South Street, and they were sustained throughout the downstream study area. Iron is transported in the greatest quantity of all the trace elements studied, with a mean load of 110 pounds per day. Notable loads of barium, boron, lead , and zinc also are transported by the river. DDD, DDE, DDT, dieldrin, heptachlor, methoxychlor, PCB, and 2,4-D were detected in bottom materials; and DDE, Silvex, and 2,4-D were detected in water samples. Of 112 organic compounds in the Environmental Protection Agency 's priority pollutant list, only chloroform was detected in the storm drains that empty into the Joran River. Several metals and phenol also were detected in the samples for priority pollutants. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844155","usgsCitation":"Thompson, K.R., 1984, Reconnaissance of toxic substances in the Jordan River, Salt Lake County, Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4155, vi, 31 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844155.","productDescription":"vi, 31 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159781,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4155/report-thumb.jpg"},{"id":58935,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4155/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db6241c2","contributors":{"authors":[{"text":"Thompson, Kendall R.","contributorId":100854,"corporation":false,"usgs":true,"family":"Thompson","given":"Kendall","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202731,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30131,"text":"wri834252 - 1984 - Sanitary quality of the Jordan River in Salt Lake County, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri834252","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4252","title":"Sanitary quality of the Jordan River in Salt Lake County, Utah","docAbstract":"This investigation of the sanitary quality of the Jordan River was conducted from July 1980 to October 1982 using indicator bacteria rather than specific pathogens. A serious sanitary problem was identified. Concentrations of total coliform bacteria often exceeded 5,000 colonies per 100 milliliters and concentrations of fecal coliform bacteria often exceeded 2,000 colonies per 100 milliliters in the lower reaches of the river. At times these levels were greatly exceeded. The most conspicuous aspect of the bacteriological data is its extreme variability. Seven waste-water treatment plants, seven major tributaries, numerous storm conduits, irrigation-return flow, and other sources all contribute to the dynamic system that determines the sanitary quality of the river. Because of this variability the sanitary quality of the river cannot be predicted at any one time. In general, concentrations of all three indicator bacteria increased in a downstream direction. Storm runoff from urban areas contributed large concentrations of indicator bacteria to the river. Regression analysis of 9 years of data collected at 1700 South Street showed a significant positive correlation between both fecal coliform and fecal streptococcal concentrations versus time. Concentrations of fecal coliform and fecal streptococci have both been increasing since 1974 at 1700 South Street. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834252","usgsCitation":"Thompson, K.R., 1984, Sanitary quality of the Jordan River in Salt Lake County, Utah: U.S. Geological Survey Water-Resources Investigations Report 83-4252, vi, 36 p. :ill., map ;28 cm., https://doi.org/10.3133/wri834252.","productDescription":"vi, 36 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159790,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4252/report-thumb.jpg"},{"id":58936,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4252/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db648546","contributors":{"authors":[{"text":"Thompson, K. R.","contributorId":92677,"corporation":false,"usgs":true,"family":"Thompson","given":"K.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202732,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30133,"text":"wri834114C - 1984 - Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri834114C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4114","chapter":"C","title":"Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, Arizona","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834114C","usgsCitation":"Thompson, T.H., Nuter, J., and Anderson, T.W., 1984, Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, Arizona: U.S. Geological Survey Water-Resources Investigations Report 83-4114, 7 p. :maps ;28 cm., https://doi.org/10.3133/wri834114C.","productDescription":"7 p. :maps ;28 cm.","costCenters":[],"links":[{"id":121415,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4114c/report-thumb.jpg"},{"id":58938,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4114c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58939,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4114c/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58940,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4114c/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58941,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4114c/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58942,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4114c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db60571c","contributors":{"authors":[{"text":"Thompson, T. H.","contributorId":23927,"corporation":false,"usgs":true,"family":"Thompson","given":"T.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":202734,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nuter, J.A.","contributorId":95517,"corporation":false,"usgs":true,"family":"Nuter","given":"J.A.","affiliations":[],"preferred":false,"id":202735,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Anderson, T. W.","contributorId":105686,"corporation":false,"usgs":true,"family":"Anderson","given":"T.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202736,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30134,"text":"wri834117B - 1984 - Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, Idaho","interactions":[],"lastModifiedDate":"2021-12-21T19:43:06.193494","indexId":"wri834117B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4117","chapter":"B","title":"Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, Idaho","docAbstract":"This map report is one of a series of geologic and hydrologic maps of States in the Basin and Range Province. These map reports contain information on ground-water hydrology, ground-water quality, surface distribution of selected rock types, data on tectonic conditions, areal geophysical data, Pleistocene lakes and marshes and natural resources. This information is the basis tor a summary report that characterizes the Basin and Range Province. The geologic and hydrologic characterization will be used to evaluate the Province for prospective regions for further study relative to isolation of high-level radioactive waste. (Bedinger, Sargent and Reed, 1984).
This map report is one of a series of geologic and hydrologic maps of States in the Basin and Range Province. These map reports contain information on ground-water hydrology, ground-water quality, surface distribution of selected rock types, data on tectonic conditions, areal geophysical data, Pleistocene lakes and marshes and natural resources. This information is the basis for a summary report that characterizes the Basin and Range Province. The geologic and hydrologic characterization will be used to evaluate the Province for prospective regions for further study relative to isolation of high-level radioactive waste. (Bedinger, Sargent and Reed, 1984).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834119C","usgsCitation":"Thompson, T., and Chappell, R., 1984, Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, Nevada: U.S. Geological Survey Water-Resources Investigations Report 83-4119, Report: 11 p.; 4 Plates: 55.42 x 39.01 inches or smaller, https://doi.org/10.3133/wri834119C.","productDescription":"Report: 11 p.; 4 Plates: 55.42 x 39.01 inches or smaller","costCenters":[],"links":[{"id":373624,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4119c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121668,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4119c/report-thumb.jpg"},{"id":373625,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4119c/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58944,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4119c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":373626,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4119c/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":373627,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4119c/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Nevada","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -120.0146484375,\n 35.02099970111467\n ],\n [\n -114.027099609375,\n 35.02099970111467\n ],\n [\n -114.027099609375,\n 42.00032514831621\n ],\n [\n -120.0146484375,\n 42.00032514831621\n ],\n [\n -120.0146484375,\n 35.02099970111467\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db60573f","contributors":{"authors":[{"text":"Thompson, Thomas H.","contributorId":20748,"corporation":false,"usgs":true,"family":"Thompson","given":"Thomas H.","affiliations":[],"preferred":false,"id":202739,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chappell, Richard","contributorId":53845,"corporation":false,"usgs":true,"family":"Chappell","given":"Richard","email":"","affiliations":[],"preferred":false,"id":202740,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30136,"text":"wri834118C - 1984 - Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, New Mexico","interactions":[],"lastModifiedDate":"2018-10-30T12:30:18","indexId":"wri834118C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4118","chapter":"C","title":"Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, New Mexico","docAbstract":"This map report is one of a series of geologic and hydrologic maps of States in the Basin and Range Province. These map reports contain information on ground-water hydrology, ground-water quality, surface distribution of selected rock types, data on tectonic conditions, areal geophysical data, Pleistocene lakes and marshes and natural resources. This information is the basis for a summary report that characterizes the Basin and Range Province. The geologic and hydrologic characterization will be used to evaluate the Province for prospective regions for further study relative to isolation of high-level radioactive waste. (Bedinger, Sargent and Reed, 1984).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834118C","collaboration":"Prepared in cooperation with the New Mexico Energy and Minerals Department and the New Mexico Bureau of Mines and Mineral Resources","usgsCitation":"Thompson, T., Chappell, R., and Hart, D.L., 1984, Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 83-4118, Report: 5 p.; 2 Plates: 41.02 x 52.81 inches and 38.71 x 54.54 inches, https://doi.org/10.3133/wri834118C.","productDescription":"Report: 5 p.; 2 Plates: 41.02 x 52.81 inches and 38.71 x 54.54 inches","costCenters":[],"links":[{"id":58945,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4118c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":358943,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4118c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119544,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4118c/report-thumb.jpg"},{"id":358944,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4118c/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"New Mexico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -109,\n 31.5\n ],\n [\n -104.8,\n 31.5\n ],\n [\n -104.8,\n 36\n ],\n [\n -109,\n 36\n ],\n [\n -109,\n 31.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605744","contributors":{"authors":[{"text":"Thompson, Thomas H.","contributorId":20748,"corporation":false,"usgs":true,"family":"Thompson","given":"Thomas H.","affiliations":[],"preferred":false,"id":202742,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chappell, Richard","contributorId":53845,"corporation":false,"usgs":true,"family":"Chappell","given":"Richard","email":"","affiliations":[],"preferred":false,"id":202743,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hart, Donald L. Jr.","contributorId":89946,"corporation":false,"usgs":true,"family":"Hart","given":"Donald","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202741,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30137,"text":"wri834115B - 1984 - Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, Northern California","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri834115B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4115","chapter":"B","title":"Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, Northern California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834115B","usgsCitation":"Thompson, T.H., and Chappell, R., 1984, Maps showing distribution of dissolved solids and dominant chemical type in ground water, Basin and Range Province, Northern California: U.S. Geological Survey Water-Resources Investigations Report 83-4115, 6 p. :maps ;28 cm., https://doi.org/10.3133/wri834115B.","productDescription":"6 p. :maps ;28 cm.","costCenters":[],"links":[{"id":119545,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4115b/report-thumb.jpg"},{"id":58946,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4115b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58947,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4115b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db60574f","contributors":{"authors":[{"text":"Thompson, T. 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