Vapor sorption isotherms of ethylene glycol monoethyl ether (EGME) at room temperature and isotherms of N2 gas at liquid nitrogen temperature were determined for various soils and minerals. The N2 monolayer capacities [Qm (N2)] were calculated from the BET equation and used to determine the surface areas. To examine whether EGME is an appropriate adsorbate for determination of surface areas, the apparent EGME monolayer capacities [Qm (EGME)ap] were also obtained by use of the BET equation. For sand, aluminum oxide, kaolinite, hematite, and synthetic hydrous iron oxide, which are relatively free of organic impurity and expanding/solvating minerals, the Qm (EGME)ap values are in good conformity with the corresponding Qm (N2) values and would give surface areas consistent with BET (N2) values. For other samples (Woodburn soil, a natural hydrous iron oxide, illite, and montmorillonite), the Qm (EGME)ap values overestimate the Qm (N2) values from a moderate to a large extent, depending on the sample. A high-organic-content peat shows a very small BET (N2) surface area; the EGME/ peat isotherm is linear and does not yield a calculation of the surface area. Large discrepancies between results of the two methods for some samples are attributed to the high solubility of polar EGME in soil organic matter and/ or to the cation solvation of EGME with solvating clays. The agreement for other samples is illustrative of the consistency of the BET method when different adsorbates are used, so long as they do not exhibit bulk penetration and/or cation solvation.
","language":"English","publisher":"ACS","doi":"10.1021/es00045a014","issn":"0013936X","usgsCitation":"Chiou, C.T., Rutherford, D., and Manes, M., 1993, Sorption of N2 and EGME vapors on some soils, clays, and mineral oxides and determination of sample surface areas by use of sorption data: Environmental Science & Technology, v. 27, no. 8, p. 1587-1594, https://doi.org/10.1021/es00045a014.","productDescription":"8 p.","startPage":"1587","endPage":"1594","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":228910,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"27","issue":"8","noUsgsAuthors":false,"publicationDate":"2002-05-01","publicationStatus":"PW","scienceBaseUri":"505b930be4b08c986b31a256","contributors":{"authors":[{"text":"Chiou, C. T.","contributorId":97080,"corporation":false,"usgs":true,"family":"Chiou","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":377855,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rutherford, D.W.","contributorId":21244,"corporation":false,"usgs":true,"family":"Rutherford","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":377854,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Manes, M.","contributorId":17390,"corporation":false,"usgs":true,"family":"Manes","given":"M.","email":"","affiliations":[],"preferred":false,"id":377853,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27271,"text":"wri924016 - 1993 - Preliminary hydrogeologic assessment of boreholes UE-25c #1, UE-25c #2, and UE-25c #3, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2023-04-18T18:46:48.848163","indexId":"wri924016","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","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":"92-4016","title":"Preliminary hydrogeologic assessment of boreholes UE-25c #1, UE-25c #2, and UE-25c #3, Yucca Mountain, Nye County, Nevada","docAbstract":"Boreholes UE-25c #1, UE-25c #2, and UE-25c #3 (collectively called the C-holes) each were drilled to a depth of 914.4 meters at Yucca Mountain, on the Nevada Test Site, in 1983 and 1984 for the purpose of conducting aquifer and tracer tests. Each of the boreholes penetrated the Paintbrush Tuff and the tuffs and lavas of Calico Hills and bottomed in the Crater Flat Tuff. The geologic units penetrated consist of devitrified to vitrophyric, nonwelded to densely welded, ash-flow tuff, tuff breccia, ash-fall tuff, and bedded tuff. Below the water table, which is at an average depth of 401.6 meters below land surface, the rocks are argillic and zeolitic. The geologic units at the C-hole complex strike N. 2° W. and dip 15° to 21° NE. They are cut by several faults, including the Paintbrush Canyon Fault, a prominent normal fault oriented S. 9° W., 52.2° NW.
The rocks at the C-hole complex are fractured extensively, with most fractures oriented approximately perpendicular to the direction of regional least horizontal principal stress. In the Crater Flat Tuff and the tuffs and lavas of Calico Hills, fractures strike predominantly between S. 20° E. and S. 20° W. and secondarily between S. 20° E. and S. 60° E. In the Topopah Spring Member of the Paintbrush Tuff, however, southeasterly striking fractures predominate. Most fractures are steeply dipping, although shallowly dipping fractures occur in nonwelded and reworked tuff intervals of the Crater Flat Tuff. Mineral-filled fractures are common in the tuff breccia zone of the Tram Member of the Crater Flat Tuff, and, also, in the welded tuff zone of the Bullfrog Member of the Crater Flat Tuff. The fracture density of geologic units in the C-holes was estimated to range from 1.3 to 7.6 fractures per cubic meter. Most of these estimates appear to be the correct order of magnitude when compared to transect measurements and core data from other boreholes 1.3 orders of magnitude too low.
Geophysical data and laboratory analyses were used to determine matrix hydrologic properties of the tuffs and lavas of Calico Hills and the Crater Flat Tuff in the C-holes. The porosity ranged from 12 to 43 percent and, on the average, was larger in nonwelded to partially welded, ash-flow tuff, ashfall tuff, and reworked tuff than in moderately to densely welded ash-flow tuff. The pore-scale horizontal permeability of nine samples ranged from 5.7x10-3 to 2.9 millidarcies, and the pore-scale vertical permeability of these samples ranged from 3.7x10-3 to 1.5 millidarcies. Ratios of pore-scale horizontal to vertical permeability generally ranged from 0.7 to 2. Although the number of samples was small, values of pore-scale permeability determined were consistent with samples from other boreholes at Yucca Mountain. The specific storage of nonwelded to partially welded ash-flow tuff, ash-fall tuff, and reworked tuff was estimated from porosity and elasticity to be 2x10-6 per meter, twice the specific storage of moderately to densely welded ash-flow tuff and tuff breccia. The storativity of geologic units, based on their average thickness (corrected for bedding dip) and specific storage, was estimated to range from 1x10-5 to 2x10-4.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri924016","usgsCitation":"Geldon, A., 1993, Preliminary hydrogeologic assessment of boreholes UE-25c #1, UE-25c #2, and UE-25c #3, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 92-4016, vii, 85 p., https://doi.org/10.3133/wri924016.","productDescription":"vii, 85 p.","costCenters":[],"links":[{"id":415930,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47599.htm","linkFileType":{"id":5,"text":"html"}},{"id":56150,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4016/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158908,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4016/report-thumb.jpg"}],"country":"United States","state":"Nevada","county":"Nye County","otherGeospatial":"Yucca Mountain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -116.5631,\n 36.9364\n ],\n [\n -116.5631,\n 36.6539\n ],\n [\n -116.3333,\n 36.6539\n ],\n [\n -116.3333,\n 36.9364\n ],\n [\n -116.5631,\n 36.9364\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6973a3","contributors":{"authors":[{"text":"Geldon, A. L.","contributorId":46988,"corporation":false,"usgs":true,"family":"Geldon","given":"A. L.","affiliations":[],"preferred":false,"id":197831,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70017992,"text":"70017992 - 1993 - Preliminary results from an isotope hydrology study of the Kilauea Volcano area, Hawaii","interactions":[],"lastModifiedDate":"2012-03-12T17:19:56","indexId":"70017992","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Preliminary results from an isotope hydrology study of the Kilauea Volcano area, Hawaii","docAbstract":"Deuterium (D) content of groundwater and precipitation, and tritium content of selected groundwater samples are used to infer flowpaths for groundwater in the Kilauea Volcano area. The spatial distribution of calculated recharge elevations and residence times for groundwater samples tends to support the idea that Kilauea's rift zones comprise leaky boundaries within the regional groundwater flow system, partly isolating the groundwater in the area bounded by the rift zones and the Pacific Ocean. The southwest rift zone also appears to act as a conduit for groundwater recharged at relatively high elevation. The relation between precipitation ??D values and elevation differs between areas receiving frequent rainfall and areas where most rainfall occurs during storm events.","largerWorkTitle":"Transactions - Geothermal Resources Council","conferenceTitle":"Proceedings of the 1993 Annual Meeting on Utilities and Geothermal: An Emerging Partnership","conferenceDate":"10 October 1993 through 13 October 1993","conferenceLocation":"Burlingame, CA, USA","language":"English","publisher":"Publ by Geothermal Resources Council","publisherLocation":"Davis, CA, United States","issn":"01935933","isbn":"0934412715","usgsCitation":"Scholl, M.A., Janik, C.J., Ingebritsen, S.E., Kauathikaua, J., and Trusdell, F., 1993, Preliminary results from an isotope hydrology study of the Kilauea Volcano area, Hawaii, in Transactions - Geothermal Resources Council, v. 17, Burlingame, CA, USA, 10 October 1993 through 13 October 1993, p. 187-194.","startPage":"187","endPage":"194","numberOfPages":"8","costCenters":[],"links":[{"id":228786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"17","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a8a5fe4b0c8380cd7e03c","contributors":{"editors":[{"text":"Anon","contributorId":128316,"corporation":true,"usgs":false,"organization":"Anon","id":536410,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Scholl, M. A.","contributorId":86365,"corporation":false,"usgs":true,"family":"Scholl","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":378134,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Janik, C. J.","contributorId":10795,"corporation":false,"usgs":true,"family":"Janik","given":"C.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":378131,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ingebritsen, S. E.","contributorId":8078,"corporation":false,"usgs":true,"family":"Ingebritsen","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":378130,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kauathikaua, J.P.","contributorId":17002,"corporation":false,"usgs":true,"family":"Kauathikaua","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":378132,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Trusdell, F. A.","contributorId":57471,"corporation":false,"usgs":true,"family":"Trusdell","given":"F. A.","affiliations":[],"preferred":false,"id":378133,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":70175097,"text":"70175097 - 1993 - Development of a model of phytoplankton blooms in Manukau Harbour","interactions":[],"lastModifiedDate":"2019-12-08T14:30:04","indexId":"70175097","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"title":"Development of a model of phytoplankton blooms in Manukau Harbour","docAbstract":"No abstract available.
","language":"English","publisher":"National Institute of Water and Atmospheric Research","publisherLocation":"Hamilton, New Zealand","usgsCitation":"McBride, G.B., Vant, W.N., Cloern, J., and Liley, J.B., 1993, Development of a model of phytoplankton blooms in Manukau Harbour, 52 p.","productDescription":"52 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":325802,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"New Zealand ","otherGeospatial":"Manukau Harbour","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 174.17724609374997,\n -37.43997405227057\n ],\n [\n 175.352783203125,\n -37.43997405227057\n ],\n [\n 175.352783203125,\n -36.67723060234621\n ],\n [\n 174.17724609374997,\n -36.67723060234621\n ],\n [\n 174.17724609374997,\n -37.43997405227057\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"579b2cade4b0589fa1c9809b","contributors":{"authors":[{"text":"McBride, Graham B.","contributorId":83306,"corporation":false,"usgs":false,"family":"McBride","given":"Graham","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":643897,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vant, W. N.","contributorId":173249,"corporation":false,"usgs":false,"family":"Vant","given":"W.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":643898,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cloern, J. E.","contributorId":59453,"corporation":false,"usgs":true,"family":"Cloern","given":"J. E.","affiliations":[],"preferred":false,"id":643899,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Liley, J. B.","contributorId":173251,"corporation":false,"usgs":false,"family":"Liley","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":643900,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":68267,"text":"ha722H - 1993 - Geohydrologic systems in Kansas — Geohydrology of the lower aquifer unit in the western interior plains aquifer system","interactions":[],"lastModifiedDate":"2022-06-08T19:26:42.743567","indexId":"ha722H","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"722","chapter":"H","title":"Geohydrologic systems in Kansas — Geohydrology of the lower aquifer unit in the western interior plains aquifer system","docAbstract":"The purpose of the investigation is to provide a description of the principal geohydrologic systems in Upper Cambrian through Lower Cretaceous rocks in Kansas. This investigation was made as part of the Central Midwest Regional Aquifer-System Analysis (CMRASA). The CMRASA is one of several major investigations by the U.S. Geological Survey of regional aquifer systems in the United States. These regional investigations are designed to increase knowledge of the flow regime and hydrologic properties of major aquifer systems and to provide quantitative information for the assessment, development, and management of water supplies. The CMRASA study area includes all or parts of 10 Central Midwestern States (Jorgensen and Signor, 1981), as shown of the envelope cover.
This Hydrologic Investigations Atlas, which consists of a series of chapters, presents a description of the physical framework and geohydrology of principal aquifers and confining systems in Kansas. Chapter H presents the geohydrology of the upper aquifer unit in the Western Interior Plains aquifer system. The physical framework of the aquifer system in relation to other systems is described by maps and sections showing areal extent and the thickness of rocks that compose the unit. The physical framework of the upper aquifer unit is described in detail in chapter D of the atlas (Hansen and others, in press). The hydrology of the system in relation to that of other systems is described in this chapter by maps showing the altitude of fluid levels and the direction of water movement within the unit. The chemical composition of water in the system is described by maps that show the distribution of dissolved-solids concentrations and the differences in water types on the basis of principal chemical constituents. Chapter A of this atlas series (Wolf and others, 1990) describes the relation of principal geohydrologic systems in Kansas and presents a more detailed discussion of the methods and data used to prepare and ensure consistency among the sets of maps.
No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha722I","usgsCitation":"Combs, L., Hansen, C.V., and Wolf, R.J., 1993, Geohydrologic systems in Kansas — Geohydrology of the lower aquifer unit in the western interior plains aquifer system: U.S. Geological Survey Hydrologic Atlas 722, 3 Plates: 36.69 × 39.74 inches or smaller, https://doi.org/10.3133/ha722I.","productDescription":"3 Plates: 36.69 × 39.74 inches or smaller","costCenters":[{"id":353,"text":"Kansas Water Science 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8dc0","contributors":{"authors":[{"text":"Combs, L. J.","contributorId":25133,"corporation":false,"usgs":true,"family":"Combs","given":"L. J.","affiliations":[],"preferred":false,"id":278343,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hansen, Cristi V. chansen@usgs.gov","contributorId":435,"corporation":false,"usgs":true,"family":"Hansen","given":"Cristi","email":"chansen@usgs.gov","middleInitial":"V.","affiliations":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"preferred":false,"id":278341,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wolf, R. J.","contributorId":21518,"corporation":false,"usgs":true,"family":"Wolf","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":278342,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27778,"text":"wri914135 - 1992 - Effects of dried wastewater-treatment sludge application on ground-water quality in South Dade County, Florida","interactions":[],"lastModifiedDate":"2021-10-13T14:57:32.301863","indexId":"wri914135","displayToPublicDate":"2021-10-13T11:00:00","publicationYear":"1992","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":"91-4135","title":"Effects of dried wastewater-treatment sludge application on ground-water quality in South Dade County, Florida","docAbstract":"Four test fields in the south Dade agricultural area were studied to determine the effects of sludge application on ground-water quality. Two fields had been cultivated for 10 years or more, and two had not been farmed for at least 10 years. The fields were representative of the area's two soil types (Rockdale and Perrine marl) and two major crop types (row crops and groves). Before the application of sludge, wells upgradient of, within, and downgradient of each field were sampled for possible sludge contaminants at the end of wet and dry seasons. Municipal wastewater treatment sludge from the Dade County Water and Sewe Authority Department was then applied to the fields at varying application rates. The wells at each field were sampled over a 2-year period under different hydrologic conditions for possible sludge-related constituents (specific conductance, pH, alkalinity, nitrogen, phosphorus, total organic carbon, copper, iron, magnesium, manganese, potassium, zinc, arsenic, cadmium, chloride, chromium, lead, mercury, nickel, and sodium). Comparisons were made between water quality in the vicinity of the test fields and Florida Department of Environmental Regulation primary and secondary drinking-water regulations, an between water quality upgradient of, beneath, and downgradient of the fields. Comparisons between presludge and postsludge water quality did not indicate any improvement because of retention of agrichemicals by the sludge nor did they indicate any deterioration because of leaching from the sludge. Comparisons of water quality upgradient of the fields to water quality beneath and downgradient of the fields also did not indicate any changes related to sludge. Florida Department of Environmental Regulation primary and secondary drinking-water regulations wer exceeded at the Rockdale maximum-application field by mercury (9.5 ug/L (micrograms per liter)), and the Perrine marl maximum-application field by manganese (60 ug/L) and lead (85 ug/L), and at the Perrine marl row-crop field by mercury (5.2 ug/L). All other exceedances were either in presludge or upgradient samples, or they were for constituents or properties, such as iron and color, which typically exceed standards in native ground water. Acid-extractable and base-neutral compounds, volatile organic compounds, chlorophenoxy herbicides, organophosphorus insecticides, and organochlorine compounds were analyzed for one shallow well at each field twice annually. Those compounds that equaled or exceeded the detection limit after sludge was applied included benzene (0.3 and 1.2 ug/L), chloroform (0.2 and 0.3 ug/L), bis(2-Ethylhexyl)phthalate (29 and 42 ug/L), methylene chloride (14 ug/L), tolulene (0.2, 0.4, 0.5, 1.3, and 4.4 ug/L), 1, 1,1-trichloroethana (0.6 ug/L), trichloroethylene (0.3 ug/L), 2.4-D (0.01 ug/L), and xylene (0.3 ug/L). It ws not possible to ascertain the origin of these compounds because they are available from sources other than sludge.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri914135","collaboration":"Prepared in cooperation with the South Dade Soil and Water Conservation District, Florida Department of Environmental Regulation, and the Dade County Water and Sewer Authority Department","usgsCitation":"Howie, B., 1992, Effects of dried wastewater-treatment sludge application on ground-water quality in South Dade County, Florida: U.S. Geological Survey Water-Resources Investigations Report 91-4135, v, 48 p., https://doi.org/10.3133/wri914135.","productDescription":"v, 48 p.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":124925,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4135/report-thumb.jpg"},{"id":56621,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4135/wri914135.pdf","text":"Report","size":"5.86 MB","linkFileType":{"id":1,"text":"pdf"}}],"contact":"Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
Recessions of Lakes Lahontan and Bonneville that commenced ∼13,500 14C yr B.P. were interrupted at ⪖11,500 14C yr B.P. in the Lahontan basin and ∼12,200 14C yr B.P. in the Bonneville basin by relatively large perturbations in lake level that persisted for ∼ 2000 years. Minor glacial readvances in the Sierra Nevada and White Mountains of California-Nevada occurred during the latter half of this interval (between 11,000 and 9700 14C yr B.P.). The hydrologic response of Lakes Lahontan and Bonneville and the mountain glacial advances were concurrent with the Allerød/Younger Dryas climatic intervals recorded in vegetational and glacial records of western and central Europe.
","language":"English","publisher":"Elsevier","doi":"10.1016/0031-0182(92)90162-X","issn":"00310182","usgsCitation":"Benson, L., Currey, D., Lao, Y., and Hostetler, S., 1992, Lake-size variations in the Lahontan and Bonneville basins between 13,000 and 9000 14C yr B.P: Palaeogeography, Palaeoclimatology, Palaeoecology, v. 95, no. 1-2, p. 19-32, https://doi.org/10.1016/0031-0182(92)90162-X.","productDescription":"14 p.","startPage":"19","endPage":"32","costCenters":[],"links":[{"id":224918,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Nevada, Utah","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -120.04169356359088,\n 41.927221221290296\n ],\n [\n -120.24126133487317,\n 39.19834295254176\n ],\n [\n -118.40684947870642,\n 37.60663583667902\n ],\n [\n -114.80897112633983,\n 35.539763811049966\n ],\n [\n -113.65870325675273,\n 36.813088908400566\n ],\n [\n -109.08190736391086,\n 36.89068522722455\n ],\n [\n -109.28914669396218,\n 41.18261282005031\n ],\n [\n -111.00943729645506,\n 40.93305547263543\n ],\n [\n -111.35833692558185,\n 41.93213402280034\n ],\n [\n -120.04169356359088,\n 41.927221221290296\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","volume":"95","issue":"1-2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a4174e4b0c8380cd6553d","contributors":{"authors":[{"text":"Benson, L.","contributorId":56793,"corporation":false,"usgs":true,"family":"Benson","given":"L.","affiliations":[],"preferred":false,"id":375581,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Currey, D.","contributorId":47527,"corporation":false,"usgs":true,"family":"Currey","given":"D.","email":"","affiliations":[],"preferred":false,"id":375580,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lao, Y.","contributorId":58019,"corporation":false,"usgs":true,"family":"Lao","given":"Y.","email":"","affiliations":[],"preferred":false,"id":375582,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hostetler, S. 0000-0003-2272-8302","orcid":"https://orcid.org/0000-0003-2272-8302","contributorId":30336,"corporation":false,"usgs":true,"family":"Hostetler","given":"S.","affiliations":[],"preferred":false,"id":375579,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":27517,"text":"wri904204 - 1992 - Geohydrology and simulated ground-water flow, Plymouth-Carver aquifer, southeastern Massachusetts","interactions":[],"lastModifiedDate":"2023-03-08T20:39:19.756035","indexId":"wri904204","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1992","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":"90-4204","title":"Geohydrology and simulated ground-water flow, Plymouth-Carver aquifer, southeastern Massachusetts","docAbstract":"The Plymouth-Carver aquifer underlies an area of 140 square miles and is the second largest aquifer in areal extent in Massachusetts. It is composed primarily of saturated glacial sand and gravel. The water-table and bedrock surface were mapped and used to determine saturated thickness of the aquifer, which ranged from less than 20 feet to greater than 200 feet. Ground water is present mainly under unconfined conditions, except in a few local areas such as beneath Plymouth Harbor. Recharge to the aquifer is derived almost entirely from precipitation and averages about 1.15 million gallons per day per square mile. Water discharges from the aquifer by pumping, evapotranspiration, direct evaporation from the water table, and seepage to streams, ponds, wetlands, bogs, and the ocean. In 1985, water use was about 59.6 million gallons per day, of which 82 percent was used for cranberry production.\r\n\r\nThe Plymouth-Carver aquifer was simulated by a three-dimensional, finite difference ground-water-flow model. Most model boundaries represent the natural hydrologic boundaries of the aquifer. The model simulates aquifer recharge, withdrawals by pumped wells, leakage through streambeds, and discharge to the ocean. The model was calibrated for steady-state and transient conditions. Model results were compared with measured values of hydraulic head and ground-water discharge. Results of simulations indicate that the modeled ground-water system closely simulates actual aquifer conditions.\r\n\r\nFour hypothetical ground-water development alternatives were simulated to demonstrate the use of the model and to examine the effects on the ground-water system. Simulation of a 2-year period of no recharge and average pumping rates that occurred from 1980-85 resulted in water-level declines exceeding 5 feet throughout most of the aquifer and a decrease of 54 percent in average ground-water discharge to streams. In a second simulation, four wells in the northern part of the area were pumped at 10.4 million gallons per day in excess of rates simulated in the steady-state model for the four wells. This resulted in water-level declines of 2 feet or more in an area of 25 square miles and a decline in average ground-water discharge to streams of 6 percent. When this pumpage was simulated as recharge to the aquifer, water levels beneath the recharge area rose more than 40 feet, and ground-water discharge remained equal to average discharge in the calibrated steady-state model. In a third simulation, all 21 existing production wells were pumped at nearly the design capacity of 17.8 million gallons per day; this pumping rate produced water-level declines of less than 2 feet throughout most of the aquifer. When simulated pumpage was increased to 32.8 million gallons per day from existing wells and from 15 additional wells, the area where water-level declines exceeded 2 feet significantly increased. In another set of simulations, a well field close to a stream was pumped at rates of 2, 4, and 6 million gallons per day. At a pumping rate of 6 million gallons per day, ground-water discharge to the stream decreased 34 percent during periods of normal precipitation and 56 percent during drought conditions.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri904204","usgsCitation":"Hansen, B.P., and Lapham, W.W., 1992, Geohydrology and simulated ground-water flow, Plymouth-Carver aquifer, southeastern Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 90-4204, viii, 69 p., https://doi.org/10.3133/wri904204.","productDescription":"viii, 69 p.","costCenters":[],"links":[{"id":158837,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":413885,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47442.htm","linkFileType":{"id":5,"text":"html"}},{"id":2155,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri904204/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Massachusetts","otherGeospatial":"Plymouth-Carver aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -70.5,\n 42\n ],\n [\n -70.8583,\n 42\n ],\n [\n -70.8583,\n 41.7308\n ],\n [\n -70.5,\n 41.7308\n ],\n [\n -70.5,\n 42\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a6f6","contributors":{"authors":[{"text":"Hansen, Bruce P.","contributorId":90727,"corporation":false,"usgs":true,"family":"Hansen","given":"Bruce","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198249,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lapham, Wayne W.","contributorId":74734,"corporation":false,"usgs":true,"family":"Lapham","given":"Wayne","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198248,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25438,"text":"wri914131 - 1992 - Detailed study of selenium in soil, representative plants, water, bottom sediment, and biota in the Kendrick Reclamation Project area, Wyoming, 1988-90","interactions":[],"lastModifiedDate":"2019-12-28T10:09:31","indexId":"wri914131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"91-4131","title":"Detailed study of selenium in soil, representative plants, water, bottom sediment, and biota in the Kendrick Reclamation Project area, Wyoming, 1988-90","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri914131","usgsCitation":"See, R., Naftz, D.L., Peterson, D.A., Crock, J., Erdman, J.A., Severson, R.C., Ramirez, P., and Armstrong, J., 1992, Detailed study of selenium in soil, representative plants, water, bottom sediment, and biota in the Kendrick Reclamation Project area, Wyoming, 1988-90: U.S. Geological Survey Water-Resources Investigations Report 91-4131, ix, 142 p. , https://doi.org/10.3133/wri914131.","productDescription":"ix, 142 p. ","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":118850,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4131/report-thumb.jpg"},{"id":54168,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4131/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wyoming","otherGeospatial":"Kendrick Reclamation Project 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667b81","contributors":{"authors":[{"text":"See, R.B.","contributorId":67910,"corporation":false,"usgs":true,"family":"See","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":193696,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Naftz, D. L.","contributorId":40624,"corporation":false,"usgs":true,"family":"Naftz","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":193692,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peterson, D. A.","contributorId":6453,"corporation":false,"usgs":true,"family":"Peterson","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":193690,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Crock, J.G.","contributorId":58236,"corporation":false,"usgs":true,"family":"Crock","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":193694,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Erdman, J. A.","contributorId":59786,"corporation":false,"usgs":true,"family":"Erdman","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":193695,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Severson, R. C.","contributorId":46498,"corporation":false,"usgs":true,"family":"Severson","given":"R.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":193693,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Ramirez, Pedro Jr.","contributorId":99575,"corporation":false,"usgs":true,"family":"Ramirez","given":"Pedro","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":193697,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Armstrong, J.A.","contributorId":10836,"corporation":false,"usgs":true,"family":"Armstrong","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":193691,"contributorType":{"id":1,"text":"Authors"},"rank":8}]}} ,{"id":25436,"text":"wri924084 - 1992 - Detailed study of selenium and selected elements in water, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1988-90","interactions":[],"lastModifiedDate":"2022-01-31T19:53:28.086029","indexId":"wri924084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-4084","title":"Detailed study of selenium and selected elements in water, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1988-90","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri924084","usgsCitation":"Stephens, D.W., Waddell, B., Peltz, L.A., and Miller, J.B., 1992, Detailed study of selenium and selected elements in water, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1988-90: U.S. Geological Survey Water-Resources Investigations Report 92-4084, xv, 164 p., https://doi.org/10.3133/wri924084.","productDescription":"xv, 164 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":395172,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47650.htm"},{"id":118814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4084/report-thumb.jpg"},{"id":54167,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4084/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"middle Green River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -110.125,\n 40.1083\n ],\n [\n -109.333,\n 40.1083\n ],\n [\n -109.333,\n 40.5833\n ],\n [\n -110.125,\n 40.5833\n ],\n [\n -110.125,\n 40.1083\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667b25","contributors":{"authors":[{"text":"Stephens, D. W.","contributorId":68335,"corporation":false,"usgs":true,"family":"Stephens","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":193685,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waddell, Bruce","contributorId":55033,"corporation":false,"usgs":false,"family":"Waddell","given":"Bruce","email":"","affiliations":[{"id":6661,"text":"US Fish and Wildlife Service","active":true,"usgs":false}],"preferred":false,"id":193684,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peltz, L. A.","contributorId":48999,"corporation":false,"usgs":true,"family":"Peltz","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":193683,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, J. B.","contributorId":70423,"corporation":false,"usgs":true,"family":"Miller","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":193686,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25489,"text":"wri904131 - 1992 - Evaluation of agricultural best-management practices in the Conestoga River headwaters, Pennsylvania; description and water quality of the Little Conestoga Creek headwaters prior to the implementation of nutrient management","interactions":[],"lastModifiedDate":"2017-07-05T11:30:11","indexId":"wri904131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"90-4131","title":"Evaluation of agricultural best-management practices in the Conestoga River headwaters, Pennsylvania; description and water quality of the Little Conestoga Creek headwaters prior to the implementation of nutrient management","docAbstract":"The headwaters of the Conestoga River are being studied to determine the effects of agricultural Best-Management Practices on surface-water and ground-water quality. As part of this study, a 5.82-square-mile area of the Little Conestoga Creek headwaters (Small Watershed) was monitored during 1984-86, prior to implementation of Best-Management Practices. This report describes the land use and hydrology of this study area and characterizes its surface-water and ground-water quality during the pre-Best-Management Practice phase. \r\n\r\nDuring base-flow conditions, median concentrations of dissolved nitrite plus nitrate nitrogen as nitrogen increased from 2.7 to 8.1 milligrams per liter as the stream flowed through the intensively-farmed carbonate valley. Median total phosphorus increased from 0.05 to 0.20 milligram per liter. Concentrations of dissolved nitrate nitrogen as nitrogen measured in ground water in carbonate rocks in the valley were as great as 25 milligrams per liter and consistently exceeded 10 milligrams per liter. \r\n\r\nStatistical analysis showed that it will require substantial reductions in concentrations and discharges of nitrogen and phosphorus in base flow to obtain statistically measurable improvements in water quality. If concentrations and discharges of total nitrogen in base flow at the five sites are reduced by 15 to 33 percent, and by 63 to 70 percent, respectively, then the Wilcoxon Mann-Whitney rank-sum test will be able to detect an improvement in water quality 95 percent of the time. Likewise, if concentrations of total phosphorus are reduced by 36 to 54 percent, or discharges of total phosphorus are reduced by 52 to 69 percent at the five sites, then an improvement in water quality will be able to be detected 95 percent of the time.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri904131","usgsCitation":"Fishel, D.K., Brown, M.J., Kostelnik, K.M., and Howse, M., 1992, Evaluation of agricultural best-management practices in the Conestoga River headwaters, Pennsylvania; description and water quality of the Little Conestoga Creek headwaters prior to the implementation of nutrient management: U.S. Geological Survey Water-Resources Investigations Report 90-4131, viii, 68 p. :ill. ;28 cm., https://doi.org/10.3133/wri904131.","productDescription":"viii, 68 p. :ill. ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":54211,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4131/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126802,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4131/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a69e4b07f02db63c687","contributors":{"authors":[{"text":"Fishel, D. K.","contributorId":72028,"corporation":false,"usgs":true,"family":"Fishel","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":193903,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, M. J.","contributorId":106531,"corporation":false,"usgs":true,"family":"Brown","given":"M.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":193904,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kostelnik, K. M.","contributorId":34951,"corporation":false,"usgs":true,"family":"Kostelnik","given":"K.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":193902,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Howse, M.A.","contributorId":6893,"corporation":false,"usgs":true,"family":"Howse","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":193901,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25433,"text":"wri924024A - 1992 - Detailed study of irrigation drainage in and near wildlife management areas, west-central Nevada, 1987-90: Part A. Water quality, sediment composition, and hydrogeochemical processes in Stillwater and Fernley Wildlife Management Areas","interactions":[],"lastModifiedDate":"2022-01-21T22:03:02.922898","indexId":"wri924024A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-4024","chapter":"A","title":"Detailed study of irrigation drainage in and near wildlife management areas, west-central Nevada, 1987-90: Part A. Water quality, sediment composition, and hydrogeochemical processes in Stillwater and Fernley Wildlife Management Areas","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri924024A","usgsCitation":"Lico, M.S., 1992, Detailed study of irrigation drainage in and near wildlife management areas, west-central Nevada, 1987-90: Part A. Water quality, sediment composition, and hydrogeochemical processes in Stillwater and Fernley Wildlife Management Areas: U.S. Geological Survey Water-Resources Investigations Report 92-4024, 65 p., https://doi.org/10.3133/wri924024A.","productDescription":"65 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":126325,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4024a/report-thumb.jpg"},{"id":394730,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47606.htm"},{"id":54165,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4024a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Nevada","otherGeospatial":"Stillwater and Fernley Wildlife Management Areas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.2167,\n 39.583\n ],\n [\n -118.4667,\n 39.583\n ],\n [\n -118.4667,\n 39.633\n ],\n [\n -119.2167,\n 39.633\n ],\n [\n -119.2167,\n 39.583\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667b32","contributors":{"authors":[{"text":"Lico, Michael S.","contributorId":75897,"corporation":false,"usgs":true,"family":"Lico","given":"Michael","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":193671,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26616,"text":"wri914115 - 1992 - Hydrologic conditions in the Nassau River basin, northeastern Florida, 1982-89","interactions":[],"lastModifiedDate":"2012-02-02T00:08:20","indexId":"wri914115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"91-4115","title":"Hydrologic conditions in the Nassau River basin, northeastern Florida, 1982-89","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri914115","usgsCitation":"Coffin, J., Hampson, P.S., and Steward, J., 1992, Hydrologic conditions in the Nassau River basin, northeastern Florida, 1982-89: U.S. Geological Survey Water-Resources Investigations Report 91-4115, v, 113 p. :ill. ;28 cm. [PGS - 112 p.], https://doi.org/10.3133/wri914115.","productDescription":"v, 113 p. :ill. ;28 cm. [PGS - 112 p.]","costCenters":[],"links":[{"id":118988,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4115/report-thumb.jpg"},{"id":55487,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4115/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611398","contributors":{"authors":[{"text":"Coffin, J.E.","contributorId":75913,"corporation":false,"usgs":true,"family":"Coffin","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":196718,"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":196716,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Steward, Joel","contributorId":67548,"corporation":false,"usgs":true,"family":"Steward","given":"Joel","email":"","affiliations":[],"preferred":false,"id":196717,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29730,"text":"wri904144 - 1992 - Water resources of Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri904144","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"90-4144","title":"Water resources of Massachusetts","docAbstract":"This report describes the water resources of Massachusetts. It contains sections describing the location, use, quality, and management of water resources in Massachusetts, followed by a summary of the surface water and ground-water resources of all 27 river basins designated by the State for planning purposes. The data for each basin include information about selected continuous record streamflow-gaging stations, the distribution and size of major lakes and streams, and the character of the principal aquifers. Each basin summary is accompanied by a map that shows basin and political boundaries, hydrography, locations of continuous-record streamflow-gaging stations, and aquifer areas. The aquifer areas were derived from the Hydrologic Investigations Atlases and generally show areas that are likely to yield 100 gallons per minute or more to individual wells. The report was compiled from many reports, including 30 U.S. Geological Survey Hydrologic Investigations Atlases that inventory water resources of the State.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904144","usgsCitation":"Simcox, A.C., 1992, Water resources of Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 90-4144, vii, 94 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri904144.","productDescription":"vii, 94 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":2460,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri904144/","linkFileType":{"id":5,"text":"html"}},{"id":123107,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_90_4144.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cfe4b07f02db546090","contributors":{"authors":[{"text":"Simcox, Alison C.","contributorId":75190,"corporation":false,"usgs":true,"family":"Simcox","given":"Alison","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":202027,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27073,"text":"wri924073 - 1992 - Hydrologic characteristics of abandoned coal mines used as sources of public water supply in McDowell County, West Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri924073","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-4073","title":"Hydrologic characteristics of abandoned coal mines used as sources of public water supply in McDowell County, West Virginia","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri924073","usgsCitation":"Ferrell, G., 1992, Hydrologic characteristics of abandoned coal mines used as sources of public water supply in McDowell County, West Virginia: U.S. Geological Survey Water-Resources Investigations Report 92-4073, vi, 37 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924073.","productDescription":"vi, 37 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126604,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4073/report-thumb.jpg"},{"id":55943,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4073/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611649","contributors":{"authors":[{"text":"Ferrell, G.M.","contributorId":92681,"corporation":false,"usgs":true,"family":"Ferrell","given":"G.M.","email":"","affiliations":[],"preferred":false,"id":197511,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30223,"text":"wri924131 - 1992 - Hydrology of Melton Valley at Oak Ridge National Laboratory, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri924131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-4131","title":"Hydrology of Melton Valley at Oak Ridge National Laboratory, Tennessee","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-file Reports Section [distributor],","doi":"10.3133/wri924131","usgsCitation":"Tucci, P., 1992, Hydrology of Melton Valley at Oak Ridge National Laboratory, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 92-4131, vi, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924131.","productDescription":"vi, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119401,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4131/report-thumb.jpg"},{"id":59006,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4131/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604866","contributors":{"authors":[{"text":"Tucci, Patrick ptucci@usgs.gov","contributorId":926,"corporation":false,"usgs":true,"family":"Tucci","given":"Patrick","email":"ptucci@usgs.gov","affiliations":[],"preferred":true,"id":202887,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25551,"text":"wri914172 - 1992 - Ground-water hydrology and quality in the Lompoc area, Santa Barbara County, California, 1987-88","interactions":[],"lastModifiedDate":"2012-02-12T00:10:15","indexId":"wri914172","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"91-4172","title":"Ground-water hydrology and quality in the Lompoc area, Santa Barbara County, California, 1987-88","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;Books and Open-File Reports Section [distributor],","publisherLocation":"Reston, VA","doi":"10.3133/wri914172","usgsCitation":"Bright, D., Stamos, C., Martin, P.M., and Nash, D., 1992, Ground-water hydrology and quality in the Lompoc area, Santa Barbara County, California, 1987-88: U.S. Geological Survey Water-Resources Investigations Report 91-4172, v, 77 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri914172.","productDescription":"v, 77 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157862,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4172/report-thumb.jpg"},{"id":54269,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4172/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54270,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4172/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668d55","contributors":{"authors":[{"text":"Bright, D.J.","contributorId":106159,"corporation":false,"usgs":true,"family":"Bright","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":194159,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stamos, C.L.","contributorId":14019,"corporation":false,"usgs":true,"family":"Stamos","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":194156,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Martin, P. M.","contributorId":39003,"corporation":false,"usgs":true,"family":"Martin","given":"P.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":194157,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Nash, D.B.","contributorId":50562,"corporation":false,"usgs":true,"family":"Nash","given":"D.B.","email":"","affiliations":[],"preferred":false,"id":194158,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":44165,"text":"ofr92160 - 1992 - Summary of hydrologic data for the San Gabriel River basin and Edwards Aquifer, Georgetown area, Texas, water year 1990","interactions":[],"lastModifiedDate":"2016-08-15T11:50:10","indexId":"ofr92160","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-160","title":"Summary of hydrologic data for the San Gabriel River basin and Edwards Aquifer, Georgetown area, Texas, water year 1990","docAbstract":"The Edwards aquifer is the principal source of freshwater for municipal, domestic, and industrial users in the Georgetown area. Other sources of freshwater are Lake Georgetown and the streams draining the San Gabriel River basin. Lake Georgetown, located on the North Fork San Gabriel River west of Georgetown, is a freshwater supply for some municipalities in the area. Water in the San Gabriel River basin also suppliesa variety of needs east of Georgetown. Because of the importance of the Edwards aquifer and the surface waters as a source of freshwater in the area, the U.S. Geological Survey, in cooperation with the city of Georgetown, established a local streamflow and ground-water monitoring network in principal streams and teh Edwards aquifer, and conducted surveys of the network in water years 1987, 1988, and 1990. The study area was centered on Georgetown and emcompassed an area of about 150 mi2 (fig. 1).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr92160","usgsCitation":"Reeves, W.E., and Land, L.F., 1992, Summary of hydrologic data for the San Gabriel River basin and Edwards Aquifer, Georgetown area, Texas, water year 1990: U.S. Geological Survey Open-File Report 92-160, 39.15 x 30.46 inches, https://doi.org/10.3133/ofr92160.","productDescription":"39.15 x 30.46 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":162901,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr92160.PNG"},{"id":81562,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1992/0160/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699170","contributors":{"authors":[{"text":"Reeves, William E.","contributorId":99426,"corporation":false,"usgs":true,"family":"Reeves","given":"William","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":229268,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Land, Larry F.","contributorId":60612,"corporation":false,"usgs":true,"family":"Land","given":"Larry","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":229267,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44768,"text":"wri924006 - 1992 - Aquifer-test results, direction of ground-water flow, and 1984-90 annual ground-water pumpage for irrigation, lower Big Lost River Valley, Idaho","interactions":[],"lastModifiedDate":"2013-11-22T09:10:51","indexId":"wri924006","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"92-4006","title":"Aquifer-test results, direction of ground-water flow, and 1984-90 annual ground-water pumpage for irrigation, lower Big Lost River Valley, Idaho","docAbstract":"The study area (see index map of Idaho), part of the Big Lost River drainage basin, is at the northern side of the eastern Snake River Plain. The lower Big Lost River Valley extends from the confluence of Antelope Creek and the Big Lost River to about 4 mi south of Arco and encompasses about 145 mi2 (see map showing water-level contours). The study area is about 18 mi long and, at its narrowest, 4 mi wide. Arco, Butte City, and Moore, with populations of 1,016, 59, and 190, respectively, in 1990, are the only incorporated towns. The entire study area, except the extreme northwestern part, is in Butte City. The study area boundary is where alluvium and colluvium pinch out and abut against the White Knob Mountains (chiefly undifferentiated sedimentary rock with lesser amounts of volcanic rock) on the west and the Lost River Range (chiefly sedimentary rock) on the east. Gravel and sand in the valley fill compose the main aquifer. The southern boundary is approximately where Big Lost River valley fill intercalates with or abuts against basalt of the Snake River Group.
\nSpring ground-water levels and flow in the Big Lost River depend primarily on temperature and the amount and timing of precipitation within the entire drainage basin. Periods of abundant water supply and water shortages are, therefore, related to the amount of annual precipitation. Surface reservoir capacity in the valley (Mackay Reservoir, about 20 mi northwest of Moore) is only 20 percent of the average annual flow of the Big Lost River (Crosthwaite and others, 1970, p. 3). Stored surface water is generally unavailable for carryover from years of abundant water supply to help relieve drought conditions in subsequent years. Many farmers have drilled irrigation wells to supplement surface-water supplies and to increase irrigated acreage.
\nAverage annual flow of the Big Lost River below Mackay Reservoir near Mackay (gaging station 13127000, not shown) in water years 1905, 1913-14, and 1920-90 was about 224,600 acre-ft; average annual flow of the Big Lost River near Arco (gaging station 13132500; see map showing water-level contours) in water years 1947-61, 1967-80, and 1983-90 was about 79,000 acre-ft (Harenberg and others, 1991, p. 254-255). Moore Canal and East Side Ditch divert water from the Big Lost River at the Moore Diversion, 3 mi north of Moore (see map showing water-level contours) and supply water for irrigation near the margins of the valley. When water supply is average or greater, water in the Big Lost River flows through the study area and onto the Snake River Plain, where it evaporates or infiltrates into the Snake River Plain aquifer. When water supply is below average, water in the Big Lost River commonly does not reach Arco; rather, it is diverted for irrigation in the interior of the valley, evaporates, or infiltrates to the valley-fill aquifer.
\nThis report describes the results of a study by the U.S. Geological Survey, in cooperation with the Idaho Department of Water Resources, to collect hydrologic data needed to help address water-supply problems in the Big Lost River Valley. Work involved (1) field inventory of 81 wells, including 46 irrigation wells; (2) measurement of water levels in 154 wells in March 1991; (3) estimation of annual ground-water pumpage for irrigation from 1984 through 1990; and (4) analysis of results of an aquifer test conducted southwest of Moore. All data obtained during this study may be inspected at the U.S. Geological Survey, Idaho District office, Boise.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri924006","collaboration":"Prepared in cooperation with the Idaho Department of Water Resources","usgsCitation":"Bassick, M.D., and Jones, M., 1992, Aquifer-test results, direction of ground-water flow, and 1984-90 annual ground-water pumpage for irrigation, lower Big Lost River Valley, Idaho: U.S. Geological Survey Water-Resources Investigations Report 92-4006, Plate: 49.07 x 32.06 inches, https://doi.org/10.3133/wri924006.","productDescription":"Plate: 49.07 x 32.06 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":171514,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri924006.PNG"},{"id":82075,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4006/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","country":"United States","state":"Idaho","county":"Butte County","city":"Arco;Butte City;Moore","otherGeospatial":"Antelope Creek;Big Lost River;Big Lost River Valley;Lost River Range;Mackay Reservoir;Snake River Plain;White Knob Mountains","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.501816,43.559247 ], [ -113.501816,43.799845 ], [ -113.199348,43.799845 ], [ -113.199348,43.559247 ], [ -113.501816,43.559247 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679e92","contributors":{"authors":[{"text":"Bassick, M. D.","contributorId":28249,"corporation":false,"usgs":true,"family":"Bassick","given":"M.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":230394,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jones, M.L.","contributorId":88731,"corporation":false,"usgs":true,"family":"Jones","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":230395,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27151,"text":"wri914100 - 1992 - Description and effects of 1988 drought on ground-water levels, streamflow, and reservoir levels in Indiana","interactions":[],"lastModifiedDate":"2016-05-16T12:51:11","indexId":"wri914100","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1992","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":"91-4100","title":"Description and effects of 1988 drought on ground-water levels, streamflow, and reservoir levels in Indiana","docAbstract":"Documentation of the 1988 drought in Indiana was undertaken to aid water-management agencies and planners concerned with periods of below-normal precipitation and their effect on commercial, agricultural, and residential water use. Precipitation, temperature, Palmer Drought Severity Indices, and ground- and surface-water levels from water years 1988 and 1989 were compared to the historical record to evaluate severity, extent, and duration of the 1988 drought in Indiana.
\nThree types of drought-climatological, hydrologic, and agricultural--occurred in most of Indiana during water years 1988 and 1989. The drought began toward the end of calendar year 1987 as annual precipitation decreased to 4.6 inches below the long term mean. By the end of September 1988, statewide precipitation deficits had increased to almost 8 inches below normal. High temperatures during the summer months increased the stress on crops, livestock, and people. Northwest Indiana experienced the second warmest June-August on record. Palmer Drought Severity Indices indicated that a moderate-to-severe drought had occurred in Indiana during most of 1988.
\nGround-water levels were affected substantially in many areas of the State. Record low-water levels were observed at 12 of the 20 monitoring wells included in this report. A go-day ground-water emergency was declared in parts of northwestern Indiana. Streamflow throughout the State was affected to varying degrees by the drought. Annual mean discharge in some rivers was only slightly less than the mean annual discharge, while others flowed at less than half that value. The effects of low streamflows were felt by many as electric power plants reduced or ceased production and public-water utilities requested conservation measures by their customers. Major reservoirs in the State approached or reached record low levels, causing water supplies as well as recreational activities to be diminished.
\nMost major crops produced in Indiana were affected by the dry conditions. Average yields in 1988 ranged from 50 to 86 percent of 1987 yields.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri914100","usgsCitation":"Fowler, K.K., 1992, Description and effects of 1988 drought on ground-water levels, streamflow, and reservoir levels in Indiana: U.S. Geological Survey Water-Resources Investigations Report 91-4100, vi, 91 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri914100.","productDescription":"vi, 91 p. :ill., maps ;28 cm.","startPage":"1","endPage":"91","numberOfPages":"98","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":122810,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_91_4100.jpg"},{"id":2121,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri914100/","linkFileType":{"id":5,"text":"html"}}],"country":"United 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