{"pageNumber":"1437","pageRowStart":"35900","pageSize":"25","recordCount":40850,"records":[{"id":28631,"text":"wri874056 - 1988 - Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri874056","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4056","title":"Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico","docAbstract":"Declining groundwater levels resulting from groundwater withdrawals in the Santa Fe, New Mexico, area have caused concern about the future availability of water in the Tesuque aquifer system. This report describes the geohydrology of the Tesuque aquifer system in the Santa Fe area and presents a three-dimensional regional groundwater flow model which assesses the effects of existing and possible future groundwater withdrawals on the regional aquifer system. The model was calibrated using simulations of the predevelopment steady-state condition and the 1947-82 historical period. The response of the aquifer to two scenarios of future groundwater withdrawals from 1983 to 2020 was simulated. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874056","usgsCitation":"McAda, D.P., and Wasiolek, M., 1988, Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 87-4056, vii, 71 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874056.","productDescription":"vii, 71 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158829,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4056/report-thumb.jpg"},{"id":57471,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f2049","contributors":{"authors":[{"text":"McAda, D. P.","contributorId":93066,"corporation":false,"usgs":true,"family":"McAda","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200144,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wasiolek, Maryann","contributorId":57901,"corporation":false,"usgs":true,"family":"Wasiolek","given":"Maryann","email":"","affiliations":[],"preferred":false,"id":200143,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30613,"text":"wri874066 - 1988 - Simulated effects of ground-water management alternatives for the Salinas Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri874066","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4066","title":"Simulated effects of ground-water management alternatives for the Salinas Valley, California","docAbstract":"A two-dimensional digital groundwater flow model was developed to analyze the geohydrology of the groundwater basin in the Salinas Valley. The model was calibrated for steady-state and transient simulations by comparing simulated with measured or estimated inflows, outflows, and water levels for 1970-81. Preliminary estimates of hydraulic properties and some inflows and outflows were adjusted during model calibration. The simulated mean annual water budget for the basin was 559,500 acre-ft/yr each of outflow and inflow. Inflow components consisted of Salinas River recharge (38.3%), percolation of irrigation water (34.0%), small stream and Arroyo Seco recharge (20.9%), seawater intrusion (3.4%), and other sources (3.4%). Outflow components consisted of agricultural pumpage (91.5%), municipal pumpage (4.0%), and riparian phreatophyte evapotranspiration (4.5%). For the steady-state calibration, 70% of the simulated water levels were within 9 ft of measured water levels for 1970-81. A sensitivity analysis determined the overall stability of the model results. The model input variable that probably contributes most to the uncertainty of the results is the quantity of groundwater recharge contributed by irrigation-return flow to the unconfined aquifer. A 15% change in the estimate of this variable causes an 11% change in the simulated river-seepage rate and a 6% change in the simulated seawater intrusion rate. The calibrated model was used to investigate several water resources management alternatives. Projected pumpage increase at a rate of 1%/yr for 20 yr caused declines in mean annual water levels of 10 to 20 ft in some areas and an increase in seawater intrusion from 18,900 to 23 ,600 acre-ft/yr. Pumpage decreases in the coastal area decreased seawater intrusion more effectively than pumpage decreases farther inland. When pumpage was decreased uniformly throughout the valley, the decrease in seawater intrusion was only one-fourteenth the decrease in pumpage. Simulations indicated that replacement of groundwater pumpage with imported surface water in a 9,000 acre service area near the coast would result in a decrease in seawater intrusion equaling nearly one-half the quantity of imported water. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874066","usgsCitation":"Yates, E., 1988, Simulated effects of ground-water management alternatives for the Salinas Valley, California: U.S. Geological Survey Water-Resources Investigations Report 87-4066, vii, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874066.","productDescription":"vii, 79 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160150,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4066/report-thumb.jpg"},{"id":59380,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4066/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f54","contributors":{"authors":[{"text":"Yates, E.B.","contributorId":77973,"corporation":false,"usgs":true,"family":"Yates","given":"E.B.","email":"","affiliations":[],"preferred":false,"id":203542,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29379,"text":"wri874152 - 1988 - Simulated water-level and water-quality changes in the bolson-fill aquifer, Post Headquarters area, White Sands Missile Range, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri874152","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4152","title":"Simulated water-level and water-quality changes in the bolson-fill aquifer, Post Headquarters area, White Sands Missile Range, New Mexico","docAbstract":"The quantity of freshwater available in the Post Headquarters well field, White Sand Missile Range, New Mexico, is limited and its quality is threatened by saltwater enroachment. A three-dimensional, finite-difference, groundwater flow model and a cross-sectional, density-dependent solute-transport model were constructed to simulate possible future water level declines and water quality changes in the Post Headquarters well field. A six-layer flow model was constructed using hydraulic-conductivity values in the upper 600 ft of saturated aquifer ranging from 0.1 to 10 ft/day, specific yield of 0.15, and average recharge of about 1,590 acre-ft/yr. Water levels simulated by the model closely matched measured water levels for 1948-82. Possible future water level changes for 1983-2017 were simulated using rates of groundwater withdrawal of 1,033 and 2 ,066 acre-ft/year and wastewater return flow of 0 or 30% of the groundwater withdrawal rate. The cross-sectional solute-transport model indicated that the freshwater zone is about 1,500 to 2,000 ft thick beneath the well field. Transient simulations show that solutes probably will move laterally toward the well field rather than from beneath the well field. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874152","usgsCitation":"Risser, D.W., 1988, Simulated water-level and water-quality changes in the bolson-fill aquifer, Post Headquarters area, White Sands Missile Range, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 87-4152, viii, 71 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874152.","productDescription":"viii, 71 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159752,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4152/report-thumb.jpg"},{"id":58224,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4152/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f30c2","contributors":{"authors":[{"text":"Risser, D. W.","contributorId":48211,"corporation":false,"usgs":true,"family":"Risser","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":201434,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18884,"text":"ofr88491 - 1988 - Operating manual for the U.S. Geological Survey minimonitor, 1988 revised edition; punched-paper-tape model","interactions":[],"lastModifiedDate":"2012-02-02T00:07:25","indexId":"ofr88491","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-491","title":"Operating manual for the U.S. Geological Survey minimonitor, 1988 revised edition; punched-paper-tape model","docAbstract":"This manual describes the U.S. Geological Survey Minimonitor Water Quality Data Measuring and Recording System. Instructions for calibrating, servicing, maintaining, and operating the system are provided. The Survey Minimonitor is a battery-powered , multiparameter water quality monitoring instrument designed for field use. A watertight can containing signal conditioners is connected with cable and waterproof connectors to various water quality sensors. Data are recorded on a punched paper-tape recorder. An external battery is required. The operation and maintenance of various sensors and signal conditioners are discussed, for temperature, specific conductance, dissolved oxygen, and pH. Calibration instructions are provided for each parameter, along with maintenance instructions. Sections of the report explain how to connect the Minimonitor to measure direct-current voltages, such as signal outputs from other instruments. Instructions for connecting a satellite data-collection platform or a solid-state data recorder to the Minimonitor are given also. Basic information is given for servicing the Minimonitor and trouble-shooting some of its electronic components. The use of test boxes to test sensors, isolate component problems, and verify calibration values is discussed. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Hydrologic Instrumentation Facility ;\r\nCopies available from Books and Open-File Reports Section,","doi":"10.3133/ofr88491","usgsCitation":"Ficken, J.H., and Scott, C.T., 1988, Operating manual for the U.S. Geological Survey minimonitor, 1988 revised edition; punched-paper-tape model: U.S. Geological Survey Open-File Report 88-491, vi, 76 p. ill. ;28 cm., https://doi.org/10.3133/ofr88491.","productDescription":"vi, 76 p. ill. ;28 cm.","costCenters":[],"links":[{"id":150796,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0491/report-thumb.jpg"},{"id":48280,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0491/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af2e4b07f02db69189d","contributors":{"authors":[{"text":"Ficken, James H.","contributorId":52985,"corporation":false,"usgs":true,"family":"Ficken","given":"James","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":179916,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, Carl T.","contributorId":12062,"corporation":false,"usgs":true,"family":"Scott","given":"Carl","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":179915,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":80265,"text":"fwsobs82_10_149 - 1988 - Habitat Suitability Index Models: American eider (breeding)","interactions":[],"lastModifiedDate":"2022-01-28T16:52:30.062666","indexId":"fwsobs82_10_149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.149","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: American eider (breeding)","docAbstract":"INTRODUCTION\r\n\r\nThe common eider (Somateria mollissima) consists of five subspecies; four are found in North America (Palmer 1976). Six management populations of common eiders have recently been defined in eastern Canada and the United States (Reed and Erskine 1986). The American edier (S. mollissima dresseri), of which three populations are recognized (Reed and Erskine 1986), is the southernmost subspecies and the focus of this paper.\r\n\r\nThe common eider is a member of the order Anseriformes, family Anatidae, and the tribe Mergini. A seabird of the northern latitudes of the world, the common eider is the largest duck of North America, ranging in weight from 1.2 to 2.8 kg and having a total length from 53.3 to 68.6 cm (Bellrose 1980). The American subspecies averages 2.0 kg and 61.0 cm for males, and 1.5 kg and 57.0 cm for females (Bellrose 1980). The drake is distinctly patterned,, having a white back and breast and a black belly and sides. The smaller female is brown and heavily barred with dark brown. Both sexes have a leathery extension of the bill which forms a Y-shaped frontal shield that reaches almost to the eyes.\r\n\r\nMaine, which supports part of the Atlantic population of common eiders (Reed and Erskine 1986), is the only major eider breeding population in the lower 48 States. American eiders are colonial nesters and use a variety of nesting sites, but they prefer relatively small, uninhabited islands (Mendall 1976). The coastal islands of Maine, which are essential to the eider's life cycle, are increasingly subjected to recreation and development, creating potential disturbances to eider breeding colonies. During recent years, aesthetic and sporting interest in eiders has increased. Sea ducks in Maine are experiencing increased hunting pressure. Compared to hunting seasons and bag limits for inland ducks, sea duck seasons and limits are liberal (Maine Department of Inland Fisheries and Wildlife [MDIFW] 1983).","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Blumton, A.K., Owen, R.B., and Krohn, W.B., 1988, Habitat Suitability Index Models: American eider (breeding): FWS/OBS 82/10.149, viii, 24 p.","productDescription":"viii, 24 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":194799,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649e30","contributors":{"authors":[{"text":"Blumton, A. K.","contributorId":53491,"corporation":false,"usgs":true,"family":"Blumton","given":"A.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":292137,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Owen, Ray B. Jr.","contributorId":35030,"corporation":false,"usgs":true,"family":"Owen","given":"Ray","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":292136,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Krohn, William B.","contributorId":28225,"corporation":false,"usgs":true,"family":"Krohn","given":"William","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":292135,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2567,"text":"wsp2318 - 1988 - Application of the two-film model to the volatilization of acetone and t-butyl alcohol from water as a function of temperature","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp2318","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2318","title":"Application of the two-film model to the volatilization of acetone and t-butyl alcohol from water as a function of temperature","docAbstract":"The two-film model is often used to describe the volatilization of organic substances from water. This model assumes uniformly mixed water and air phases separated by thin films of water and air in which mass transfer is by molecular diffusion. Mass-transfer coefficients for the films, commonly called film coefficients, are related through the Henry's law constant and the model equation to the overall mass-transfer coefficient for volatilization. The films are modeled as two resistances in series, resulting in additive resistances. \r\n\r\nThe two-film model and the concept of additivity of resistances were applied to experimental data for acetone and t-butyl alcohol. Overall mass-transfer coefficients for the volatilization of acetone and t-butyl alcohol from water were measured in the laboratory in a stirred constant-temperature bath. Measurements were completed for six water temperatures, each at three water mixing conditions. Wind-speed was constant at about 0.1 meter per second for all experiments. Oxygen absorption coefficients were measured simultaneously with the measurement of the acetone and t-butyl alcohol mass-transfer coefficients. Gas-film coefficients for acetone, t-butyl alcohol, and water were determined by measuring the volatilization fluxes of the pure substances over a range of temperatures. Henry's law constants were estimated from data from the literature. The combination of high resistance in the gas film for solutes with low values of the Henry's law constants has not been studied previously. \r\n\r\nCalculation of the liquid-film coefficients for acetone and t-butyl alcohol from measured overall mass-transfer and gas-film coefficients, estimated Henry's law constants, and the two-film model equation resulted in physically unrealistic, negative liquid-film coefficients for most of the experiments at the medium and high water mixing conditions. An analysis of the two-film model equation showed that when the percentage resistance in the gas film is large and the gas-film resistance approaches the overall resistance in value, the calculated liquid-film coefficient becomes extremely sensitive to errors in the Henry's law constant. The negative coefficients were attributed to this sensitivity and to errors in the estimated Henry's law constants. \r\n\r\nLiquid-film coefficients for the absorption of oxygen were correlated with the stirrer Reynolds number and the Schmidt number. Application of this correlation with the experimental conditions and a molecular-diffusion coefficient adjustment resulted in values of the liquid-film coefficients for both acetone and t-butyl alcohol within the range expected for all three mixing conditions. Comparison of Henry's law constants calculated from these film coefficients and the experimental data with the constants calculated from literature data showed that the differences were small relative to the errors reported in the literature as typical for the measurement or estimation of Henry's law constants for hydrophilic compounds such as ketones and alcohols. \r\n\r\nTemperature dependence of the mass-transfer coefficients was expressed in two forms. The first, based on thermodynamics, assumed the coefficients varied as the exponential of the reciprocal absolute temperature. The second empirical approach assumed the coefficients varied as the exponential of the absolute temperature. Both of these forms predicted the temperature dependence of the experimental mass-transfer coefficients with little error for most of the water temperature range likely to be found in streams and rivers. \r\n\r\nLiquid-film and gas-film coefficients for acetone and t-butyl alcohol were similar in value. However, depending on water mixing conditions, overall mass-transfer coefficients for acetone were from two to four times larger than the coefficients for t-butyl alcohol. This difference in behavior of the coefficients resulted because the Henry's law constant for acetone was about three times larger than that of ","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2318","usgsCitation":"Rathbun, R.E., and Tai, D.Y., 1988, Application of the two-film model to the volatilization of acetone and t-butyl alcohol from water as a function of temperature: U.S. Geological Survey Water Supply Paper 2318, xii, 41 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2318.","productDescription":"xii, 41 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138586,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2318/report-thumb.jpg"},{"id":28836,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2318/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a8fc","contributors":{"authors":[{"text":"Rathbun, R. E.","contributorId":61796,"corporation":false,"usgs":true,"family":"Rathbun","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145413,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tai, D. Y.","contributorId":59778,"corporation":false,"usgs":true,"family":"Tai","given":"D.","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":145412,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27525,"text":"wri874057 - 1988 - Appraisal of the water resources of the Big Sioux Aquifer, Moody County, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri874057","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4057","title":"Appraisal of the water resources of the Big Sioux Aquifer, Moody County, South Dakota","docAbstract":"The Big Sioux aquifer in Moody County is a 55 sq mi, water table aquifer hydraulically connected to the Big Sioux River. The average thickness is 22 ft and the maximum thickness is 54 ft. A digital model was developed to simulate groundwater flow in the Big Sioux aquifer in Moody County. The model was calibrated for steady-state conditions using average hydrologic conditions from 1970 through 1979. Steady-state simulated water levels from 11 wells averaged 0.4 ft higher than measured water levels. The model was calibrated for transient conditions using 1983 water levels. The average monthly difference in 27 observation wells between simulated and measured water levels was 2.63 ft. Sensitivity analyses showed that recharge rate and evapotranspiration extinction depth had the largest effect on simulated water levels. A 4-inch/year increase in the recharge rate caused simulated water levels to rise 1.7 ft. A 2.5-ft increase in the extinction depth caused simulated water levels to decline 0.8 ft. The calibrated model was used to simulate the effects of three hypothetical hydrologic situations. The first situation simulated the transient effects of 1983 pumpage under severe drought conditions. The second hypothetical situation simulated the steady-state effects of increased pumping at a rate of 5,200 acre-ft/year under average hydrologic conditions. The third hypothetical situation simulated the transient effects of pumping 5,200 acre-ft/year under severe drought conditions. Stored water was not depleted in any nodes after these simulations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874057","usgsCitation":"Hansen, D.S., 1988, Appraisal of the water resources of the Big Sioux Aquifer, Moody County, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 87-4057, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874057.","productDescription":"v, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124261,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4057/report-thumb.jpg"},{"id":56385,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4057/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a3db","contributors":{"authors":[{"text":"Hansen, D. S.","contributorId":70003,"corporation":false,"usgs":true,"family":"Hansen","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":198260,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26702,"text":"wri884054 - 1988 - Potential hydrologic effects of a drainage system in McMillan delta and water impoundment in Brantley Reservoir, Eddy County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri884054","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4054","title":"Potential hydrologic effects of a drainage system in McMillan delta and water impoundment in Brantley Reservoir, Eddy County, New Mexico","docAbstract":"Construction of a proposed drainage system could result in a moderate flow increase in the Pecos River downstream from the McMillan delta. The potential effect of a new line channel of the Pecos River in McMillan delta in southeastern New Mexico would be an increase of less than 11,000 acre-ft/year. This increase includes overflow of 300 acre-ft from the present Pecos River channel, seepage losses of 3,600 acre-ft from the river bed and tributary inflow of 7,100 acre-ft. The potential effects of drains at the north end of the study area would be additional water of about 6,100 acre-ft within the first few years. In order to drain this much water, the drains would have to be dredged to a lower depth 6 to 8 mi to the south. Impoundment in Brantley Reservoir will cause increases in groundwater storage. The quantity of increased storage will depend on average reservoir pool levels. Major Johnson Springs probably will cease to flow at the conservation-pool level, and southward groundwater leakage from the Major Johnson Springs aquifer could increase. Large quantities of water may move in and out of storage in the Major Johnson Springs aquifer as the Brantley Reservoir pool changes between minimum pool and conservation pool levels. A ground--and surface-water monitoring network is needed to determine changes in groundwater storage caused by Brantley Reservoir. Water levels in selected wells need to be measured periodically during operation of the reservoir. Additional streamflow-gaging stations need to be established and surface-water samples analyzed to determine changes caused by a drainage system and Brantley Reservoir. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884054","usgsCitation":"Crouch, T.M., and Welder, G.E., 1988, Potential hydrologic effects of a drainage system in McMillan delta and water impoundment in Brantley Reservoir, Eddy County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 88-4054, v, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884054.","productDescription":"v, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124222,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4054/report-thumb.jpg"},{"id":55573,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4054/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae083","contributors":{"authors":[{"text":"Crouch, T. M.","contributorId":106163,"corporation":false,"usgs":true,"family":"Crouch","given":"T.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196853,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Welder, G. E.","contributorId":100814,"corporation":false,"usgs":true,"family":"Welder","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196852,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29433,"text":"wri874220 - 1988 - Water resources of the Apostle Islands National Lakeshore, northern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T10:39:12","indexId":"wri874220","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4220","title":"Water resources of the Apostle Islands National Lakeshore, northern Wisconsin","docAbstract":"<p>The Apostle Islands National Lakeshore consists of 21 islands, part of the Bayfield Peninsula, and the adjacent waters of Lake Superior. Selected water resources of the Apostle Islands National Lakeshore were assessed to aid the National Park Service in developing and managing the Lakeshore and to provide a data base against which future changes can be compared. This summary of water-resources data, collected by the U.S. Geological Survey during 1979-84, provides a qualitative description of selected hydrologic components of the Lakeshore.</p>\n<p>Streamflow in the Lakeshore area is characterized by typical seasonal fluctuations. Flow in Sand River at State Highway 13 ranged from 3.9 to 1,630 cubic feet per second. The recurrence interval of the maximum observed discharge was about 4 years. The minimum observed 7-day low flow was 3.86 cubic feet per second.</p>\n<p>The greatest concentrations of most chemical constituents in Bayfield Peninsula streams occurred during base flow.</p>\n<p>Annual sediment loads in Sand River at State Highway 13 ranged from 977 tons in 1980 water year to 24,600 tons in 1984 water year.The average annual sediment load transported by Bayfield Peninsula streams to the National Lakeshore area of Lake Superior is estimated to be 44,000 tons. Annual phosphorus loads ranged from 1,400 pounds in 1980 water year to 11,100 pounds in 1984 water year. The average annual phosphorus load transported by Bayfield Peninsula streams to the National Lakeshore area of Lake Superior is estimated to be 21,500 pounds.</p>\n<p>Few island streams flow perennially, but Oak Island streams generally yield more base-flow runoff than Stockton Island streams. The base flow of Oak Island streams is dominated by ground-water discharge, whereas Stockton Island stream base flow is sustained by seepage from wetlands and beaver ponds.</p>\n<p>There are two major lagoons in the Lakeshore, the Outer Island Lagoon's area is 53 acres and its maximum depth is 7 feet. Dominant inflow to the lagoon is from precipitation on its surface and seepage from an adjacent bog. Outflow during open-water periods is dominated by evaporation. Ground-water seepage from the lagoon toward Lake Superior occurs yearround. The lagoon's water is acidic and has low specific conductance and generally small concentrations of most chemical constituents.</p>\n<p>The Michigan Island Lagoon is about 4 acres in area and its maximum depth is 6.5 feet. The most significant sources of inflow appear to be precipitation and wave washover from Lake Superior.</p>\n<p>Water from four deep-water monitoring sites in Lake Superior revealed concentrations of total phosphorus, organic carbon, and recoverable mercury ranging from &lt;0.01 to 0.02 milligrams per liter, 1.1 to 5.3 milligrams per liter and &lt;0.1 to 0.1 micrograms per liter, respectively. Neither pesticide residues nor fecal coliform bacteria were detected in the water column. Total phosphorus concentrations in bottom sediment ranged from 50 to 470 milligrams per kilogram and were related directly to the percentage of fine-grained (&lt; 0.0625 millimeters) sediment particles. Traces of only two pesticide residues- DDE and DDT were detected in sediment. The most abundant benthic macroinvertebrate was Pontoporeia affinis, which was found in densities of from 960 to 2,100 organisms per square meter.</p>\n<p>No adverse affects resulting from visitor use were detected in the shallow-water, heavy-use areas in Presque Isle Bay off Stockton Island or in the waters between Rocky and South Twin Islands. Phosphorus and organic-carbon concentrations were similar to those observed in the deep-water area; mercury was not detected in water from either area.</p>\n<p>Ground-water use in the National Lakeshore is primarily for consumption by Lakeshore visitors and employees. Of 14 wells constructed from 1979-84, 4 were finished in glacial sand and gravel, and 10 were finished in sandstone. Specific capacities ranged from 0.63 to 50 gallon per minute per foot. Average concentrations of dissolved solids are moderate and concentrations of heavy metals did not exceed Wisconsin's primary health standard.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874220","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Rose, W.J., 1988, Water resources of the Apostle Islands National Lakeshore, northern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 87-4220, vi, 44 p., https://doi.org/10.3133/wri874220.","productDescription":"vi, 44 p.","numberOfPages":"50","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":122647,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4220/report-thumb.jpg"},{"id":58281,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4220/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Bayfield County","otherGeospatial":"Apostle Islands National Lakeshore, Lake Superior","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.98876953125,\n              46.803819640791566\n            ],\n            [\n              -90.77178955078125,\n              46.702202151643455\n            ],\n            [\n              -90.54107666015625,\n              46.78501604269254\n            ],\n            [\n              -90.37628173828125,\n              46.948387301863534\n            ],\n            [\n              -90.31036376953125,\n              47.040182144806664\n            ],\n            [\n              -90.4449462890625,\n              47.14676553125098\n            ],\n            [\n              -90.75256347656249,\n              47.14676553125098\n            ],\n            [\n              -90.98602294921875,\n              47.06638028321398\n            ],\n            [\n              -91.0821533203125,\n              46.965259400349275\n            ],\n            [\n              -91.23321533203125,\n              46.880845705719146\n            ],\n            [\n              -91.219482421875,\n              46.8094594390422\n            ],\n            [\n              -90.98876953125,\n              46.803819640791566\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d0b","contributors":{"authors":[{"text":"Rose, W. J.","contributorId":14433,"corporation":false,"usgs":true,"family":"Rose","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201519,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":80276,"text":"fwsobs82_10_150 - 1988 - Habitat Suitability Index Models: Black-bellied whistling-duck (breeding)","interactions":[],"lastModifiedDate":"2022-01-28T16:50:20.769807","indexId":"fwsobs82_10_150","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.150","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Black-bellied whistling-duck (breeding)","docAbstract":"A review and synthesis of existing information were used to develop a model for evaluating the quality of habitat for breeding black-bellied whistling-ducks. The model is scaled to produce an index between 0.0 (unsuitable habitat) to 1.0 (optimal habitat). Habitat suitability index models are designed to be used with Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service. Guidelines for model application and techniques for measuring model variable are provided.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"McKenzie, P.M., and Zwank, P.J., 1988, Habitat Suitability Index Models: Black-bellied whistling-duck (breeding): FWS/OBS 82/10.150, vi, 22 p.","productDescription":"vi, 22 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":191005,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649bdc","contributors":{"authors":[{"text":"McKenzie, Paul M.","contributorId":14902,"corporation":false,"usgs":true,"family":"McKenzie","given":"Paul","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":292157,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zwank, Phillip J.","contributorId":11287,"corporation":false,"usgs":true,"family":"Zwank","given":"Phillip","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":292156,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":13938,"text":"ofr8891 - 1988 - An efficient deterministic-probabilistic approach to modeling regional ground-water flow: Application to Owens Valley, California","interactions":[{"subject":{"id":13938,"text":"ofr8891 - 1988 - An efficient deterministic-probabilistic approach to modeling regional ground-water flow: Application to Owens Valley, California","indexId":"ofr8891","publicationYear":"1988","noYear":false,"title":"An efficient deterministic-probabilistic approach to modeling regional ground-water flow: Application to Owens Valley, California"},"predicate":"SUPERSEDED_BY","object":{"id":70042911,"text":"70042911 - 1990 - An efficient deterministic-probabilistic approach to modeling regional groundwater flow: 2. Application to Owens Valley, California","indexId":"70042911","publicationYear":"1990","noYear":false,"title":"An efficient deterministic-probabilistic approach to modeling regional groundwater flow: 2. Application to Owens Valley, California"},"id":1}],"supersededBy":{"id":70042911,"text":"70042911 - 1990 - An efficient deterministic-probabilistic approach to modeling regional groundwater flow: 2. Application to Owens Valley, California","indexId":"70042911","publicationYear":"1990","noYear":false,"title":"An efficient deterministic-probabilistic approach to modeling regional groundwater flow: 2. Application to Owens Valley, California"},"lastModifiedDate":"2019-11-27T10:26:27","indexId":"ofr8891","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-91","title":"An efficient deterministic-probabilistic approach to modeling regional ground-water flow: Application to Owens Valley, California","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr8891","usgsCitation":"Guymon, G.L., and Yen, C., 1988, An efficient deterministic-probabilistic approach to modeling regional ground-water flow: Application to Owens Valley, California: U.S. Geological Survey Open-File Report 88-91, 40 p., https://doi.org/10.3133/ofr8891.","productDescription":"40 p.","costCenters":[],"links":[{"id":369732,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0091/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146711,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0091/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Owens Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.3280029296875,\n              36.54053616262899\n            ],\n            [\n              -117.48229980468749,\n              36.54053616262899\n            ],\n            [\n              -117.48229980468749,\n              38.039438891821746\n            ],\n            [\n              -119.3280029296875,\n              38.039438891821746\n            ],\n            [\n              -119.3280029296875,\n              36.54053616262899\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684b2e","contributors":{"authors":[{"text":"Guymon, G. L.","contributorId":83941,"corporation":false,"usgs":true,"family":"Guymon","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":168672,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Yen, Chung-Cheng","contributorId":21561,"corporation":false,"usgs":true,"family":"Yen","given":"Chung-Cheng","email":"","affiliations":[],"preferred":false,"id":168671,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44673,"text":"pp1456 - 1988 - The Geology and Remarkable Thermal Activity of Norris Geyser Basin, Yellowstone National Park, Wyoming","interactions":[],"lastModifiedDate":"2012-02-10T00:10:10","indexId":"pp1456","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1456","title":"The Geology and Remarkable Thermal Activity of Norris Geyser Basin, Yellowstone National Park, Wyoming","docAbstract":"Norris Geyser Basin, normally shortened to Norris Basin, is adjacent to the north rim of the Yellowstone caldera at the common intersection of the caldera rim and the Norris-Mammoth Corridor, a zone of faults, volcanic vents, and thermal activity that strikes north from the caldera rim to Mammoth Hot Springs. An east-west fault zone terminates the Gallatin Range at its southern end and extends from Hebgen Lake, west of the park, to Norris Basin. \r\n\r\nNo local evidence exists at the surface in Norris Basin for the two oldest Yellowstone volcanic caldera cycles (~2.0 and 1.3 m.y.B.P.). The third and youngest cycle formed the Yellowstone caldera, which erupted the 600,000-year-old Lava Creek Tuff. No evidence is preserved of hydrothermal activity near Norris Basin during the first 300,000.years after the caldera collapse. Glaciation probably removed most of the early evidence, but erratics of hot-spring sinter that had been converted diagenetically to extremely hard, resistant chalcedonic sinter are present as cobbles in and on some moraines and till from the last two glacial stages, here correlated with the early and late stages of the Pinedale glaciation <150,000 years B.P.). \r\n\r\nIndirect evidence for the oldest hydrothermal system at Norris Basin indicates an age probably older than both stages of Pinedale glaciation. Stream deposits consisting mainly of rounded quartz phenocrysts of the Lava Creek Tuff were subaerial, perhaps in part windblown and redeposited by streams. A few small rounded pebbles are interpreted as chalcedonic sinter of a still older cycle. None of these are precisely dated but are unlikely to be more than 150,000 to 200,000 years old.\r\n\r\n...Most studies of active hydrothermal areas have noted chemical differences in fluids and alteration products but have given little attention to differences and models to explain evolution in types. This report, in contrast, emphasizes the kinds of changes in vents and their changing chemical types of waters and then provides models for explaining these differences.\r\n\r\nNorris Basin is probably not an independent volcanic-hydrothermal system. The basin and nearby acid-leached areas (from oxidation of H2S-enriched vapor) are best considered as parts of the same system, extending from Norris Basin to Roaring Mountain and possibly to Mammoth. If so, are they parts of a single large system centered within the Yellowstone caldera, or are Norris Basin and the nearby altered areas both parts of one or more young independent corridor systems confined, at least in the shallow crust, to the Norris-Mammoth Corridor? Tentatively, we favor the latter relation, probably having evolved in the past ~300,000 years.\r\n\r\nA model for large, long-lived, volcanic-hydrothermal activity is also suggested, involving all of the crust and upper mantle and using much recent geophysical data bearing on crust-mantle interrelations. Our model for large systems is much superior to previous suggestions for explaining continuing hydrothermal activity over hundreds of thousands of years, but is less attractive for the smaller nonhomogenized volcanic system actually favored here for the Norris-Mammoth Corridor.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/pp1456","collaboration":"This report is out of print but is now available on the Web","usgsCitation":"White, D.E., Hutchinson, R.A., and Keith, T.E., 1988, The Geology and Remarkable Thermal Activity of Norris Geyser Basin, Yellowstone National Park, Wyoming (Out of print): U.S. Geological Survey Professional Paper 1456, Report: ix, 84 p.; Map Sheet: 36 x 42 inches, https://doi.org/10.3133/pp1456.","productDescription":"Report: ix, 84 p.; Map Sheet: 36 x 42 inches","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":169211,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":10752,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/1456/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112,43.5 ], [ -112,45.5 ], [ -109.25,45.5 ], [ -109.25,43.5 ], [ -112,43.5 ] ] ] } } ] }","edition":"Out of print","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c584","contributors":{"authors":[{"text":"White, Donald Edward","contributorId":84731,"corporation":false,"usgs":true,"family":"White","given":"Donald","email":"","middleInitial":"Edward","affiliations":[],"preferred":false,"id":230230,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hutchinson, Roderick A.","contributorId":34579,"corporation":false,"usgs":true,"family":"Hutchinson","given":"Roderick","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":230228,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Keith, Terry E.C.","contributorId":79099,"corporation":false,"usgs":true,"family":"Keith","given":"Terry","email":"","middleInitial":"E.C.","affiliations":[],"preferred":false,"id":230229,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":14746,"text":"ofr88247 - 1988 - User's manual for R1D84; interactive modeling of one-dimensional velocity-depth functions","interactions":[],"lastModifiedDate":"2012-02-02T00:07:06","indexId":"ofr88247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-247","title":"User's manual for R1D84; interactive modeling of one-dimensional velocity-depth functions","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88247","usgsCitation":"Luetgert, J.H., 1988, User's manual for R1D84; interactive modeling of one-dimensional velocity-depth functions: U.S. Geological Survey Open-File Report 88-247, 30 p. ;28 cm., https://doi.org/10.3133/ofr88247.","productDescription":"30 p. ;28 cm.","costCenters":[],"links":[{"id":148654,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0247/report-thumb.jpg"},{"id":43517,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a16e4b07f02db603dd1","contributors":{"authors":[{"text":"Luetgert, James Howard","contributorId":42605,"corporation":false,"usgs":true,"family":"Luetgert","given":"James","email":"","middleInitial":"Howard","affiliations":[],"preferred":false,"id":169940,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":33801,"text":"b1795 - 1988 - Development of a velocity model for locating aftershocks in the Sierra Pie de Palo region of western Argentina","interactions":[],"lastModifiedDate":"2012-02-02T00:09:37","indexId":"b1795","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1795","title":"Development of a velocity model for locating aftershocks in the Sierra Pie de Palo region of western Argentina","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/b1795","usgsCitation":"Bollinger, G.A., and Langer, C., 1988, Development of a velocity model for locating aftershocks in the Sierra Pie de Palo region of western Argentina: U.S. Geological Survey Bulletin 1795, iii, 16 p. :ill., maps ;28 cm., https://doi.org/10.3133/b1795.","productDescription":"iii, 16 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":167170,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1795/report-thumb.jpg"},{"id":61706,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1795/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e19e","contributors":{"authors":[{"text":"Bollinger, G. A.","contributorId":55809,"corporation":false,"usgs":true,"family":"Bollinger","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":211958,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Langer, C.J.","contributorId":31395,"corporation":false,"usgs":true,"family":"Langer","given":"C.J.","email":"","affiliations":[],"preferred":false,"id":211957,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":13410,"text":"ofr8892 - 1988 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods","interactions":[{"subject":{"id":13410,"text":"ofr8892 - 1988 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods","indexId":"ofr8892","publicationYear":"1988","noYear":false,"title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods"},"predicate":"SUPERSEDED_BY","object":{"id":31070,"text":"wsp2370E - 1990 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods","indexId":"wsp2370E","publicationYear":"1990","noYear":false,"chapter":"E","title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods"},"id":1}],"supersededBy":{"id":31070,"text":"wsp2370E - 1990 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods","indexId":"wsp2370E","publicationYear":"1990","noYear":false,"title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods"},"lastModifiedDate":"2020-10-08T16:40:19.784807","indexId":"ofr8892","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-92","title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods","docAbstract":"<p>In Owens Valley, evapotranspiration (ET) is one of the largest components of outflow in the hydrologic budget and the least understood. ET estimates for December 1983 through October 1985 were made for seven representative locations selected on the basis of geohydrology and the characteristics of phreatophytic alkaline scrub and meadow communities. The Bowen-ratio, eddy-correlation, and Penman-combination methods were used to estimate ET. The results of the analyses appear satisfactory when compared to other estimates of ET. Results by the eddy-correlation method are for a direct and a residual latent-heat flux that is based on sensible-heat flux and energy budget measurements. Penman-combination potential ET estimates were determined to be unusable because they overestimated actual ET. Modification in the psychrometer constant of this method to account for differences between heat-diffusion resistance and vapor-diffusion resistance permitted actual ET to be estimated. The methods may be used for studies in similar semiarid and arid rangeland areas in the Western United States. Meteorological data for three field sites are included in the appendix. Simple linear regression analysis indicates that ET estimates are correlated to air temperature, vapor-density deficit, and net radiation. Estimates of annual ET range from 300 mm at a low-density scrub site to 1,100 mm at a high-density meadow site. The monthly percentage of annual ET was determined to be similar for all sites studied.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr8892","usgsCitation":"Duell, L.F., 1988, Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods: U.S. Geological Survey Open-File Report 88-92, ix, 78 p., https://doi.org/10.3133/ofr8892.","productDescription":"ix, 78 p.","costCenters":[],"links":[{"id":379236,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0092/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146060,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0092/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Owens Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -118.8,\n              35.7\n            ],\n            [\n              -117.4,\n              35.7\n            ],\n            [\n              -117.4,\n              37.7\n            ],\n            [\n              -118.8,\n              37.7\n            ],\n            [\n              -118.8,\n              35.7\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae82a","contributors":{"authors":[{"text":"Duell, L. F. W. Jr.","contributorId":21168,"corporation":false,"usgs":true,"family":"Duell","given":"L.","suffix":"Jr.","email":"","middleInitial":"F. W.","affiliations":[],"preferred":false,"id":167762,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26983,"text":"wri874082 - 1988 - A digital simulation of the glacial-aquifer system in Sanborn and parts of Beadle, Miner, Hanson, Davison, and Jerauld counties, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri874082","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4082","title":"A digital simulation of the glacial-aquifer system in Sanborn and parts of Beadle, Miner, Hanson, Davison, and Jerauld counties, South Dakota","docAbstract":"The drought in South Dakota from 1974-76 and the near drought conditions in 1980-81 have resulted in increased demands on the groundwater resources within many of the irrigated areas of the James River basin in eastern South Dakota. These increases in demand for irrigation water from the glacial aquifer system, and continued requests to the State for additional irrigation well permits, have created a need for a systematic water management program to avoid over-development of this system in the James River basin. An equally spaced grid containing 56 rows and 52 columns used to simulate the glacial aquifer system, was calibrated using water level data collected before significant groundwater development (before 1973). The aquifer was also simulated in 11 annual transient stress periods from 1973 through 1983 and in 12 monthly transient stress periods for 1976. The simulated pre-development potentiometric heads were compared to average water levels from 32 observation wells to check the accuracy of the simulate potentiometric surface. The average arithmetic difference between the simulated and observed water levels was 1.68 ft and the average absolute difference was 4.38 ft. The non-pumping steady-state simulated water budget indicates that recharge from precipitation accounts for 97.1% of the water entering the aquifer and evapotranspiration accounts for 98.2% of the water leaving the aquifer. The sensitivity analysis of the steady-state model indicates that the model is most sensitive to reductions in recharge and least to changes in hydraulic conductivity. The maximum annual recharge varied from 0.10 inch in 1976 to 8.14 inches in 1977. The potential annual evapotranspiration varied from 29.9 inches in 1982 to 48.9 inches in 1976. Withdrawals from the glacial aquifer system increased 2.6 times between 1975 and 1976. The average annual arithmetic difference between the simulated and observed water levels ranged from 3.88 ft in 1974 to 2.23 ft in 1982; the average absolute difference ranged from 4.70 ft in 1973 to 11.70 ft in 1982. In the 1976 monthly transient simulation, the maximum annual recharge rate 0.10 inch was distributed over the months of March, April, and September. The potential monthly evapotranspiration rate ranged from 12.50 inches in August to 0.00 inch during the winter when the ground was frozen. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874082","usgsCitation":"Emmons, P., 1988, A digital simulation of the glacial-aquifer system in Sanborn and parts of Beadle, Miner, Hanson, Davison, and Jerauld counties, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 87-4082, v, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874082.","productDescription":"v, 59 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124046,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4082/report-thumb.jpg"},{"id":55870,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aed4d","contributors":{"authors":[{"text":"Emmons, P.J.","contributorId":60630,"corporation":false,"usgs":true,"family":"Emmons","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":197359,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28111,"text":"wri874265 - 1988 - Modifications of a three-dimensional ground-water flow model to account for variable water density and effects of multiaquifer wells","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri874265","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4265","title":"Modifications of a three-dimensional ground-water flow model to account for variable water density and effects of multiaquifer wells","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874265","usgsCitation":"Kontis, A., and Mandle, R., 1988, Modifications of a three-dimensional ground-water flow model to account for variable water density and effects of multiaquifer wells: U.S. Geological Survey Water-Resources Investigations Report 87-4265, vi, 78 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874265.","productDescription":"vi, 78 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119972,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4265/report-thumb.jpg"},{"id":56940,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4265/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db6285d5","contributors":{"authors":[{"text":"Kontis, A.L.","contributorId":69542,"corporation":false,"usgs":true,"family":"Kontis","given":"A.L.","affiliations":[],"preferred":false,"id":199240,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mandle, R.J.","contributorId":27090,"corporation":false,"usgs":true,"family":"Mandle","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":199239,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2317,"text":"wsp2311 - 1988 - Specific conductance; theoretical considerations and application to analytical quality control","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp2311","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2311","title":"Specific conductance; theoretical considerations and application to analytical quality control","docAbstract":"This report considers several theoretical aspects and practical applications of specific conductance to the study of natural waters. \r\n\r\nA review of accepted measurements of conductivity of secondary standard 0.01 N KCl solution suggests that a widely used algorithm for predicting the temperature variation in conductivity is in error. A new algorithm is derived and compared with accepted measurements. Instrumental temperature compensation circuits based on 0.01 N KCl or NaCl are likely to give erroneous results in unusual or special waters, such as seawater, acid mine waters, and acid rain. \r\n\r\nAn approach for predicting the specific conductance of a water sample from the analytically determined major ion composition is described and critically evaluated. The model predicts the specific conductance to within ?8 percent (one standard deviation) in waters with specific conductances of 0 to 600 microS/cm. Application of this approach to analytical quality control is discussed.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2311","usgsCitation":"Miller, R.L., Bradford, W.L., and Peters, N.E., 1988, Specific conductance; theoretical considerations and application to analytical quality control: U.S. Geological Survey Water Supply Paper 2311, vi, 16 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2311.","productDescription":"vi, 16 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":137857,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2311/report-thumb.jpg"},{"id":28157,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2311/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e5f06","contributors":{"authors":[{"text":"Miller, Ronald L.","contributorId":103245,"corporation":false,"usgs":true,"family":"Miller","given":"Ronald","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145005,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradford, Wesley L.","contributorId":95451,"corporation":false,"usgs":true,"family":"Bradford","given":"Wesley","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145004,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, Norman E. nepeters@usgs.gov","contributorId":1324,"corporation":false,"usgs":true,"family":"Peters","given":"Norman","email":"nepeters@usgs.gov","middleInitial":"E.","affiliations":[{"id":316,"text":"Georgia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":145003,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44383,"text":"wri874276 - 1988 - Potential yields of wells in unconsolidated aquifers in upstate New York — Adirondack sheet","interactions":[],"lastModifiedDate":"2022-01-26T19:19:36.327751","indexId":"wri874276","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4276","title":"Potential yields of wells in unconsolidated aquifers in upstate New York — Adirondack sheet","docAbstract":"This map shows the location and potential well yield from unconsolidated aquifers in the Adirondack region at a 1:250,000 scale. It also delineates segments of aquifers that are heavily used by community water systems and designated by the New York State Department of Environmental Conservation as ' Primary Water Supply ' aquifers and cites published reports that give detailed information on each area. Most aquifers were deposited in low-lying areas such as valleys or plains during deglaciation of the region. Thick, permeable, well-sorted sand and gravel deposits generally yield large quantities of water, greater than 100 gal/min. Thin sand, sand and gravel deposits, or thicker gravel units have a large content of silt and fine sand, yield moderate amounts of water, 10 to 100 gal/min. Wells dug in till and those drilled in bedrock commonly yield less than 10 gal/min. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874276","usgsCitation":"Bugliosi, E.F., Trudell, R.A., and Casey, G.D., 1988, Potential yields of wells in unconsolidated aquifers in upstate New York — Adirondack sheet: U.S. Geological Survey Water-Resources Investigations Report 87-4276, 1 Plate: 46.43 × 41.94 inches, https://doi.org/10.3133/wri874276.","productDescription":"1 Plate: 46.43 × 41.94 inches","costCenters":[],"links":[{"id":168018,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81674,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4276/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394890,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46921.htm"}],"country":"United States","state":"New York","otherGeospatial":"Adirondack sheet","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.377197265625,\n              42.99661231842139\n            ],\n            [\n              -73.32275390625,\n              42.99661231842139\n            ],\n            [\n              -73.32275390625,\n              45.00365115687186\n            ],\n            [\n              -75.377197265625,\n              45.00365115687186\n            ],\n            [\n              -75.377197265625,\n              42.99661231842139\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db6830cf","contributors":{"authors":[{"text":"Bugliosi, Edward F. ebuglios@usgs.gov","contributorId":1083,"corporation":false,"usgs":true,"family":"Bugliosi","given":"Edward","email":"ebuglios@usgs.gov","middleInitial":"F.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229675,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trudell, Ruth A.","contributorId":82771,"corporation":false,"usgs":true,"family":"Trudell","given":"Ruth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":229676,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Casey, George D.","contributorId":105689,"corporation":false,"usgs":true,"family":"Casey","given":"George","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":229677,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44382,"text":"wri874275 - 1988 - Potential yields of wells in unconsolidated aquifers in upstate New York — Hudson-Mohawk sheet","interactions":[],"lastModifiedDate":"2022-01-20T22:31:12.323362","indexId":"wri874275","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4275","title":"Potential yields of wells in unconsolidated aquifers in upstate New York — Hudson-Mohawk sheet","docAbstract":"<p>This map shows the location and potential well yields of unconsolidated aquifers in the Hudson-Mohawk region at a scale of 1:250,000. It also delineates segments of aquifers that are heavily used by community water systems and designated by the New York State Department of Environmental Conservation as ' Primary Water Supply ' aquifers, and cites published reports that give detailed information on each area. Most aquifers were deposited in low-lying areas such as valleys or plains during deglaciations of the region. Thick, permeable, well-sorted sand and gravel deposits generally yield large quantities of water, greater than 100 gal/min. Thin sand, sand and gravel deposits, or thicker gravel units that have a large content of silt and fine sand, yield moderate amounts of water, 10 to 100 gal/min. Wells dug in till and those drilled in bedrock commonly yield less than 10 gal/min.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874275","usgsCitation":"Bugliosi, E.F., Trudell, R.A., and Casey, G.D., 1988, Potential yields of wells in unconsolidated aquifers in upstate New York — Hudson-Mohawk sheet: U.S. Geological Survey Water-Resources Investigations Report 87-4275, 1 Plate: 32.88 × 41.75 inches, https://doi.org/10.3133/wri874275.","productDescription":"1 Plate: 32.88 × 41.75 inches","costCenters":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"links":[{"id":168017,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":394634,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46920.htm"},{"id":81673,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4275/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","otherGeospatial":"Hudson-Mohawk sheet","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.5,\n              42\n            ],\n            [\n              -73.25,\n              42\n            ],\n            [\n              -73.25,\n              43.5\n            ],\n            [\n              -75.5,\n              43.5\n            ],\n            [\n              -75.5,\n              42\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae1f1","contributors":{"authors":[{"text":"Bugliosi, Edward F. ebuglios@usgs.gov","contributorId":1083,"corporation":false,"usgs":true,"family":"Bugliosi","given":"Edward","email":"ebuglios@usgs.gov","middleInitial":"F.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229672,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trudell, Ruth A.","contributorId":82771,"corporation":false,"usgs":true,"family":"Trudell","given":"Ruth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":229673,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Casey, George D.","contributorId":105689,"corporation":false,"usgs":true,"family":"Casey","given":"George","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":229674,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44381,"text":"wri874274 - 1988 - Potential yields of wells in unconsolidated aquifers in upstate New York — Lower Hudson sheet","interactions":[],"lastModifiedDate":"2022-05-19T19:28:46.653024","indexId":"wri874274","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4274","title":"Potential yields of wells in unconsolidated aquifers in upstate New York — Lower Hudson sheet","docAbstract":"This map shows the location and potential well yields from unconsolidated aquifers in the lower-Hudson region at a 1:250 ,000 scale. It also delineates segments of aquifers that are heavily used by community water systems and designated by the New York State Department of Environmental Conservation as ' Primary water supply ' aquifers and cites published reports that give detailed information on each area. Most aquifers were deposited in low-lying areas such as valleys or plains during deglaciation of the region. Thick, permeable, well-sorted sand and gravel deposits generally yield large quantities of water, more than 100 gal/min. Thin sand, sand and gravel deposits, or thicker gravel units that have a large content of silt and fine sand, yield moderate amounts of water, 10 to 100 gal/min. Wells dug in till and those drilled in bedrock commonly yield less than 10 gal/min. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874274","usgsCitation":"Bugliosi, E.F., and Trudell, R.A., 1988, Potential yields of wells in unconsolidated aquifers in upstate New York — Lower Hudson sheet: U.S. Geological Survey Water-Resources Investigations Report 87-4274, 1 Plate: 31.50 × 54.25 inches, https://doi.org/10.3133/wri874274.","productDescription":"1 Plate: 31.50 × 54.25 inches","costCenters":[],"links":[{"id":400831,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46919.htm"},{"id":81672,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4274/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":167926,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"lower Hudson River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.333,\n              40.8867\n            ],\n            [\n              -73.5,\n              40.8867\n            ],\n            [\n              -73.5,\n              42\n            ],\n            [\n              -75.333,\n              42\n            ],\n            [\n              -75.333,\n              40.8867\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d9d","contributors":{"authors":[{"text":"Bugliosi, Edward F. ebuglios@usgs.gov","contributorId":1083,"corporation":false,"usgs":true,"family":"Bugliosi","given":"Edward","email":"ebuglios@usgs.gov","middleInitial":"F.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229670,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trudell, Ruth A.","contributorId":82771,"corporation":false,"usgs":true,"family":"Trudell","given":"Ruth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":229671,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29498,"text":"wri874248 - 1988 - Hydrogeology and predevelopment flow in the Texas Gulf Coast aquifer systems","interactions":[],"lastModifiedDate":"2016-08-10T15:19:13","indexId":"wri874248","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4248","title":"Hydrogeology and predevelopment flow in the Texas Gulf Coast aquifer systems","docAbstract":"<p>A multilayered ground-water flow system exists in the Coastal Plain sediments of Texas. The Tertiary and Quaternary clastic deposits have an area! extent of 128,000 square miles onshore and in the Gulf of Mexico. Two distinct aquifer systems are recognized for the sediments, which range in thickness from a few feet to more than 12,000 feet. The older system the Texas coastal uplands aquifer system consists of four aquifers and two confining units in the Wilcox and Claiborne Groups. It is bounded from below by the practically impermeable Midway confining unit or by the top of the geopressured zone. It is bounded from above by the poorly permeable Vicksburg-Jackson confining unit, which separates it from the younger coastal lowlands aquifer system. The coastal lowlands aquifer system consists of five permeable zones and two confining units that range in age from Oligocene to Holocene. The hydrogeologic units of both systems are exposed in bands that parallel the coastline. The units dip and thicken toward the Gulf.</p>\n<p>Quality of water in the aquifer systems varies greatly, with dissolved solids ranging from a few hundred to more than 200,000 milligrams per liter.</p>\n<p>A three-dimensional, variable-density digital model was developed to simulate predevelopment flow in the aquifer systems, for which steady-state conditions were assumed. Horizontal hydraulic conductivities of the aquifers and permeable zones in the calibrated model range from 15 feet per day for the middle Wilcox aquifer, to 170 feet per day for the Holocene-upper Pleistocene aquifer. Vertical hydraulic conductivities range from 1 x 10<sup>-5</sup> foot per day for the Vicksburg-Jackson confining unit, to 1 x 10<sup>-2</sup> foot per day for four of the aquifers and permeable zones. The simulated values of transmissivity and leakance are functions of the percent of sand that is present in each model grid block.</p>\n<p>There is a large range in precipitation across the study area, from about 21 inches per year in the west to about 56 inches per year in the east. Eastward from a line through Corpus Christi and San Antonio, average annual precipitation ranges from about 30 to about 56 inches. A few inches per year reaches the saturated zone in topographically high areas and is discharged in low areas as evapotranspiration, seepage, springflow, and stream base flow. A smaller amount of water flows through the aquifers and permeable zones downdip from the outcrop areas. This flow results in upward or downward leakage into adjacent hydrogeologic units, but is generally upward into overlying units.</p>\n<p>Westward from the line through Corpus Christi and San Antonio, average annual precipitation ranges from about 30 to about 21 inches. The general pattern of flow in the aquifers and permeable zones is similar to that in the east, but rates of flow are somewhat smaller. In contrast to the east, ground-water discharge in the west is generally not visible. Evapotranspiration is the main mechanism for ground-water discharge, with most ground water being discharged through evapotranspiration by phreatophytes.</p>\n<p>Simulated discharge and recharge rates in the combined outcrop areas of all units do not exceed 6 inches per year. The large rates occur in small, local topographically low and high areas. The average discharge rate simulated in the outcrops of the units is 0.45 inch per year. The recharge area is considerably smaller than the discharge area, and the average recharge rate over this smaller area is 0.74 inch per year.</p>\n<p>Total simulated recharge in the outcrop areas is 269 million cubic feet per day, which is offset by an equal amount of discharge in the outcrop areas. The smallest rates of leakage are across the Vicksburg-Jackson confining unit, with downward and upward rates of less than one million cubic feet per day. The greatest rate of leakage is 47 million cubic feet per day upward into the Holocene-upper Pleistocene permeable zone.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri874248","usgsCitation":"Ryder, P.D., 1988, Hydrogeology and predevelopment flow in the Texas Gulf Coast aquifer systems: U.S. Geological Survey Water-Resources Investigations Report 87-4248, vii, 109 p., https://doi.org/10.3133/wri874248.","productDescription":"vii, 109 p.","numberOfPages":"116","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":58346,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4248/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126794,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4248/report-thumb.jpg"}],"country":"United States","state":"Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.1748046875,\n              33.578014746143985\n            ],\n            [\n              -95.20751953125,\n              33.063924198120645\n            ],\n            [\n              -99.16259765625,\n              28.07198030177986\n            ],\n            [\n              -99.580078125,\n              27.60567082646547\n            ],\n            [\n              -99.11865234374999,\n              26.43122806450644\n            ],\n            [\n              -98.1298828125,\n              26.03704188651584\n            ],\n            [\n              -97.18505859374999,\n              25.997549919572112\n            ],\n            [\n              -97.36083984375,\n              27.527758206861886\n            ],\n            [\n              -96.328125,\n              28.51696944040106\n            ],\n            [\n              -95.361328125,\n              28.92163128242129\n            ],\n            [\n              -94.482421875,\n              29.53522956294847\n            ],\n            [\n              -93.91113281249999,\n              29.7453016622136\n            ],\n            [\n              -93.515625,\n              31.16580958786196\n            ],\n            [\n              -94.02099609375,\n              32.02670629333614\n            ],\n            [\n              -94.04296874999999,\n              33.578014746143985\n            ],\n            [\n              -94.1748046875,\n              33.578014746143985\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625321","contributors":{"authors":[{"text":"Ryder, Paul D.","contributorId":60188,"corporation":false,"usgs":true,"family":"Ryder","given":"Paul","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":201611,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28766,"text":"wri874058 - 1988 - Geohydrology and numerical model analysis of ground-water flow in the Goose Lake Basin, Oregon and California","interactions":[],"lastModifiedDate":"2017-02-07T08:15:50","indexId":"wri874058","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4058","title":"Geohydrology and numerical model analysis of ground-water flow in the Goose Lake Basin, Oregon and California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874058","usgsCitation":"Morgan, D.S., 1988, Geohydrology and numerical model analysis of ground-water flow in the Goose Lake Basin, Oregon and California: U.S. Geological Survey Water-Resources Investigations Report 87-4058, ix, 92 p. :ill., maps (1 col.) ;28 cm., https://doi.org/10.3133/wri874058.","productDescription":"ix, 92 p. :ill., maps (1 col.) ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":119041,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4058/report-thumb.jpg"},{"id":57632,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4058/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57633,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4058/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8cd2","contributors":{"authors":[{"text":"Morgan, D. S.","contributorId":19184,"corporation":false,"usgs":true,"family":"Morgan","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200360,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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