{"pageNumber":"499","pageRowStart":"12450","pageSize":"25","recordCount":16448,"records":[{"id":44402,"text":"wri874162 - 1987 - Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Guayama quadrangle, Puerto Rico, March 1986","interactions":[],"lastModifiedDate":"2019-08-20T09:53:27","indexId":"wri874162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4162","title":"Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Guayama quadrangle, Puerto Rico, March 1986","docAbstract":"

No abstract available. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri874162","usgsCitation":"Dacosta, R., and Gómez-Gómez, F., 1987, Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Guayama quadrangle, Puerto Rico, March 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4162, 1 Plate: 28.69 x 21.54 inches, https://doi.org/10.3133/wri874162.","productDescription":"1 Plate: 28.69 x 21.54 inches","costCenters":[],"links":[{"id":168555,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4162/report-thumb.jpg"},{"id":366693,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4162/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -66.21768951416016,\n 17.92157608317564\n ],\n [\n -66.07624053955078,\n 17.92157608317564\n ],\n [\n -66.07624053955078,\n 17.989835742155027\n ],\n [\n -66.21768951416016,\n 17.989835742155027\n ],\n [\n -66.21768951416016,\n 17.92157608317564\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682ed0","contributors":{"authors":[{"text":"Dacosta, Rafael","contributorId":93060,"corporation":false,"usgs":true,"family":"Dacosta","given":"Rafael","email":"","affiliations":[],"preferred":false,"id":229706,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":229705,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29121,"text":"wri864199 - 1987 - Description and comparison of selected models for hydrologic analysis of ground-water flow, St. Joseph River basin, Indiana","interactions":[],"lastModifiedDate":"2022-01-31T19:42:22.790964","indexId":"wri864199","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4199","title":"Description and comparison of selected models for hydrologic analysis of ground-water flow, St. Joseph River basin, Indiana","docAbstract":"

The Indiana Department of Natural Resources (IDNR) is developing water-management policies designed to assess the effects of irrigation and other water uses on water supply in the basin. In support of this effort, the USGS, in cooperation with IDNR, began a study to evaluate appropriate methods for analyzing the effects of pumping on ground-water levels and streamflow in the basin 's glacial aquifer systems. Four analytical models describe drawdown for a nonleaky, confined aquifer and fully penetrating well; a leaky, confined aquifer and fully penetrating well; a leaky, confined aquifer and partially penetrating well; and an unconfined aquifer and partially penetrating well. Analytical equations, simplifying assumptions, and methods of application are described for each model. In addition to these four models, several other analytical models were used to predict the effects of ground-water pumping on water levels in the aquifer and on streamflow in local areas with up to two pumping wells. Analytical models for a variety of other hydrogeologic conditions are cited. A digital ground-water flow model was used to describe how a numerical model can be applied to a glacial aquifer system. The numerical model was used to predict the effects of six pumping plans in 46.5 sq mi area with as many as 150 wells. Water budgets for the six pumping plans were used to estimate the effect of pumping on streamflow reduction. Results of the analytical and numerical models indicate that, in general, the glacial aquifers in the basin are highly permeable. Radial hydraulic conductivity calculated by the analytical models ranged from 280 to 600 ft/day, compared to 210 and 360 ft/day used in the numerical model. Maximum seasonal pumping for irrigation produced maximum calculated drawdown of only one-fourth of available drawdown and reduced streamflow by as much as 21%. Analytical models are useful in estimating aquifer properties and predicting local effects of pumping in areas with simple lithology and boundary conditions and with few pumping wells. Numerical models are useful in regional areas with complex hydrogeology with many pumping wells and provide detailed water budgets useful for estimating the sources of water in pumping simulations. Numerical models are useful in constructing flow nets. The choice of which type of model to use is also based on the nature and scope of questions to be answered and on the degree of accuracy required.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri864199","collaboration":"Indiana Department of Natural Resources","usgsCitation":"Peters, J.G., 1987, Description and comparison of selected models for hydrologic analysis of ground-water flow, St. Joseph River basin, Indiana: U.S. Geological Survey Water-Resources Investigations Report 86-4199, xii, 125 p., https://doi.org/10.3133/wri864199.","productDescription":"xii, 125 p.","numberOfPages":"138","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":395170,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36620.htm"},{"id":126646,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4199/report-thumb.jpg"},{"id":57991,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4199/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana, Michigan","county":"Elkhart, Kosciusko, Lagrange, Noble, Saint Joseph, Steuben, Berrien, Branch, Calhoun, cass, Hillsdale, Kalamazoo, Saint Joseph, Van Buren,","otherGeospatial":"Saint Jospeh River Basin","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.7663,42.4196],[-85.5421,42.4195],[-85.5328,42.4194],[-85.4172,42.4199],[-85.3091,42.4185],[-85.2979,42.4188],[-85.0736,42.4211],[-85.0667,42.4215],[-84.9561,42.4221],[-84.8375,42.4215],[-84.83,42.421],[-84.7207,42.4209],[-84.7195,42.2464],[-84.7144,42.1586],[-84.7116,42.0709],[-84.5948,42.0715],[-84.3666,42.0734],[-84.3623,41.7082],[-84.3989,41.7074],[-84.4979,41.705],[-84.6319,41.7018],[-84.6756,41.7007],[-84.8067,41.6958],[-84.8064,41.5598],[-84.8063,41.5303],[-84.8554,41.53],[-84.969,41.5287],[-85.0819,41.5282],[-85.1947,41.5276],[-85.1939,41.4395],[-85.1943,41.3519],[-85.1935,41.2643],[-85.309,41.265],[-85.3096,41.265],[-85.4245,41.2655],[-85.5387,41.2664],[-85.5384,41.295],[-85.6527,41.2949],[-85.6518,41.2668],[-85.6522,41.1787],[-85.6876,41.179],[-85.6856,41.0896],[-85.6849,41.0465],[-85.9457,41.0424],[-86.017,41.0414],[-86.0179,41.0863],[-86.0758,41.0851],[-86.0777,41.1736],[-86.0539,41.1735],[-86.0574,41.3033],[-86.059,41.4336],[-86.059,41.4367],[-86.0594,41.4644],[-86.0593,41.474],[-86.0593,41.479],[-86.0789,41.479],[-86.0979,41.4791],[-86.1181,41.4792],[-86.1273,41.4792],[-86.1421,41.4792],[-86.1562,41.4793],[-86.234,41.479],[-86.3063,41.4787],[-86.3302,41.4778],[-86.3492,41.4778],[-86.378,41.4774],[-86.4356,41.4765],[-86.4559,41.4765],[-86.4645,41.4765],[-86.4669,41.4765],[-86.4669,41.4616],[-86.4669,41.4339],[-86.5245,41.4339],[-86.5245,41.5201],[-86.5012,41.5206],[-86.5,41.5287],[-86.4982,41.531],[-86.4982,41.5669],[-86.4865,41.5769],[-86.4871,41.649],[-86.5068,41.6499],[-86.5264,41.6499],[-86.5264,41.6572],[-86.5258,41.6731],[-86.5252,41.7085],[-86.524,41.7603],[-86.5284,41.7603],[-86.6391,41.7606],[-86.7387,41.7608],[-86.7677,41.7608],[-86.7814,41.7609],[-86.8262,41.7609],[-86.8182,41.7641],[-86.7758,41.7864],[-86.7482,41.8037],[-86.7285,41.8147],[-86.7064,41.8265],[-86.6886,41.8402],[-86.6418,41.8761],[-86.6122,41.9006],[-86.6092,41.9029],[-86.5956,41.9202],[-86.5833,41.9374],[-86.5698,41.9647],[-86.5667,41.9711],[-86.5636,41.9829],[-86.563,41.9842],[-86.5402,42.0274],[-86.5136,42.0701],[-86.5112,42.0737],[-86.5025,42.0864],[-86.4895,42.1046],[-86.4883,42.1137],[-86.474,42.1287],[-86.4555,42.1441],[-86.4418,42.1591],[-86.4381,42.1632],[-86.4158,42.1836],[-86.3904,42.2127],[-86.3637,42.2453],[-86.3625,42.2467],[-86.3544,42.2612],[-86.3401,42.2807],[-86.3388,42.2821],[-86.327,42.3034],[-86.3133,42.332],[-86.3039,42.3507],[-86.2877,42.3906],[-86.2814,42.4065],[-86.2745,42.4201],[-86.2248,42.4191],[-85.995,42.4193],[-85.8975,42.4185],[-85.7663,42.4196]]]},\"properties\":{\"name\":\"Elkhart\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d2c4","contributors":{"authors":[{"text":"Peters, J. G.","contributorId":56216,"corporation":false,"usgs":true,"family":"Peters","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200980,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29120,"text":"wri864181 - 1987 - Ground-water-recharge rates in Nassau and Suffolk counties, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri864181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4181","title":"Ground-water-recharge rates in Nassau and Suffolk counties, New York","docAbstract":"Groundwater is the sole source of freshwater in Nassau and Suffolk Counties on Long Island; therefore, the rate at which precipitation replenishes the groundwater system may affect future water supplies in some areas. Annual precipitation on Long Island averages 45 inches per year, but less than 23 inches , or 50%, recharges the ground-water system. (Recharge is precipitation that percolates to the ground-water system naturally; it does not include water from stormwater basins or injection wells.) The rate of recharge varies locally and ranges from 29% to 57% of precipitation, depending on land use, season, and amount of storm sewering in the area. Recharge was calculated by subtracting evapotranspiration and direct runoff values from known precipitation values. Evapotranspiration was calculated by the Thornwaite and Mather method, and direct runoff rates to streams were calculated from streamflow records and size of known storm-sewer service areas. This report includes maps that depict precipitation, evapotranspiration, and rates of natural recharge in Nassau and Suffolk Counties for use in future hydrologic studies on Long Island. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864181","usgsCitation":"Peterson, D., 1987, Ground-water-recharge rates in Nassau and Suffolk counties, New York: U.S. Geological Survey Water-Resources Investigations Report 86-4181, iv, 19 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864181.","productDescription":"iv, 19 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124286,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4181/report-thumb.jpg"},{"id":57990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4181/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a95e4b07f02db65a0cf","contributors":{"authors":[{"text":"Peterson, D.S.","contributorId":8514,"corporation":false,"usgs":true,"family":"Peterson","given":"D.S.","email":"","affiliations":[],"preferred":false,"id":200979,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44397,"text":"wri874123 - 1987 - Elevation of the water-table surface for the alluvial aquifer and hydrologic conditions in the Santa Isabel-Juana Diaz area, Puerto Rico, March 1986","interactions":[],"lastModifiedDate":"2019-08-20T10:06:56","indexId":"wri874123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4123","title":"Elevation of the water-table surface for the alluvial aquifer and hydrologic conditions in the Santa Isabel-Juana Diaz area, Puerto Rico, March 1986","docAbstract":"

No abstract available. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri874123","usgsCitation":"Roman-Mas, A., and Ramos-Gines, O., 1987, Elevation of the water-table surface for the alluvial aquifer and hydrologic conditions in the Santa Isabel-Juana Diaz area, Puerto Rico, March 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4123, 2 Plates: 33.61 x 21.63 inches and 25.21 x 21.71 inches, https://doi.org/10.3133/wri874123.","productDescription":"2 Plates: 33.61 x 21.63 inches and 25.21 x 21.71 inches","costCenters":[],"links":[{"id":366696,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4123/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366697,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4123/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":168352,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4123/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -66.52976989746092,\n 17.935622089001598\n ],\n [\n -66.33819580078125,\n 17.935622089001598\n ],\n [\n -66.33819580078125,\n 18.084506358229756\n ],\n [\n -66.52976989746092,\n 18.084506358229756\n ],\n [\n -66.52976989746092,\n 17.935622089001598\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db60603c","contributors":{"authors":[{"text":"Roman-Mas, Angel","contributorId":59816,"corporation":false,"usgs":true,"family":"Roman-Mas","given":"Angel","email":"","affiliations":[],"preferred":false,"id":229696,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ramos-Gines, Orlando","contributorId":98358,"corporation":false,"usgs":true,"family":"Ramos-Gines","given":"Orlando","affiliations":[],"preferred":false,"id":229697,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27456,"text":"wri874096 - 1987 - Magnitude and frequency of floods in rural and urban basins of North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T12:53:52","indexId":"wri874096","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4096","title":"Magnitude and frequency of floods in rural and urban basins of North Carolina","docAbstract":"The applicability of the nationwide urban flood relations in the Piedmont and Coastal Plain provinces is evaluated. Data for 254 gaging stations on rural streams with 10 or more years of record were used in multiple linear regression analyses with basin and climatic variables, to derive regional relations for estimating flood discharges having recurrence intervals of 2- to 100-years. Rural relations are presented for three hydrologic areas: (1) Blue Ridge-Piedmont, (2) Coastal Plain, and (3) Sand Hills. Drainage area is the only basin characteristic in the relations. The average standard error of estimate of the relations for the Blue Ridge-Piedmont, Coastal Plain, and Sand Hills hydrologic areas is 44, 39, and 24%, respectively. Flood discharges for the 2-, 5-, 10-, 25-, 50-, and 100-year recurrence intervals for the 254 streamflow stations used in the regionalization study are also presented. Flood frequency distributions of simulated annual maximum discharges for four urban basins in the Coastal Plain indicate that the nationwide relations are applicable in the province. The root mean squared error for the 10- and 100-year flood discharges, using the nationwide relations, is 44% and 49%, respectively. Simulated data for six sites in the Piedmont were used to analyze the applicability of the nationwide urban relations in the province. The root mean squared error is 64% for the 10-year flood and 42% for the 100-year flood. No recommendation is made concerning use of the nationwide relations in the Piedmont.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874096","usgsCitation":"Gunter, H., Mason, R., and Stamey, T.C., 1987, Magnitude and frequency of floods in rural and urban basins of North Carolina: U.S. Geological Survey Water-Resources Investigations Report 87-4096, vii, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874096.","productDescription":"vii, 52 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":118723,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4096/report-thumb.jpg"},{"id":56317,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4096/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Coastal Plain, Piedmont 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Carolina\",\"nation\":\"USA \"}}]}\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64956e","contributors":{"authors":[{"text":"Gunter, H.C.","contributorId":7740,"corporation":false,"usgs":true,"family":"Gunter","given":"H.C.","email":"","affiliations":[],"preferred":false,"id":198146,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mason, R.R.","contributorId":34520,"corporation":false,"usgs":true,"family":"Mason","given":"R.R.","affiliations":[],"preferred":false,"id":198147,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stamey, T. C.","contributorId":95496,"corporation":false,"usgs":true,"family":"Stamey","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198148,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":19115,"text":"ofr87224 - 1987 - Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985","interactions":[],"lastModifiedDate":"2017-06-14T10:55:22","indexId":"ofr87224","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-224","title":"Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985","docAbstract":"

Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas, Fort Worth, and San Antonio areas.

\n

The Geological Survey, in cooperation with the Texas Department of Water Reources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones Fault Zone.

\n

The objectives of the Austin urban hydrology study are as follows:

\n
    \n
  1. To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume.
    2. \n
  2. To determine the effect of urban development on flood peaks and volume.
    3. \n
  3. To determine the variations in water quality during different seasons and flow conditions in representative watersheds with various types of urban development.
    4. \n
  4. To quantitatively appraise the ground-water resources of the Edwards aquifer in hydraulic circulation with Barton Springs, the effect of urbanization on the quality and quantity of recharge and discharge, and the extent of contamination in the aquifer.
    5. \n
\n

This report presents the basic hydrologic data collected in the Austin urban area for the 1985 water year (Oct. 1, 1984 to Sept. 30, 1985). Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-85-3, 1985.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr87224","collaboration":"Prepared in cooperation with the City of Austin","usgsCitation":"Gordon, J., Pate, D., and Dorsey, M., 1987, Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985: U.S. Geological Survey Open-File Report 87-224, vi, 170 p., https://doi.org/10.3133/ofr87224.","productDescription":"vi, 170 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":150696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0224/report-thumb.jpg"},{"id":48578,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0224/report.pdf","text":"Report","size":"2.50 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","county":"Austin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.09280395507812,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 29.991812888666043\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6080d5","contributors":{"authors":[{"text":"Gordon, J.D.","contributorId":26684,"corporation":false,"usgs":true,"family":"Gordon","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":180329,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pate, D.L.","contributorId":87145,"corporation":false,"usgs":true,"family":"Pate","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":180331,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":180330,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":44401,"text":"wri874161 - 1987 - Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Salinas quadrangle, Puerto Rico, March 1986","interactions":[],"lastModifiedDate":"2019-08-20T09:57:00","indexId":"wri874161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4161","title":"Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Salinas quadrangle, Puerto Rico, March 1986","docAbstract":"

No abstract available. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri874161","usgsCitation":"Quinones-Aponte, V., and Gómez-Gómez, F., 1987, Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Salinas quadrangle, Puerto Rico, March 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4161, 1 Plate: 28.63 x 21.62 inches, https://doi.org/10.3133/wri874161.","productDescription":"1 Plate: 28.63 x 21.62 inches","costCenters":[],"links":[{"id":366694,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4161/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":168554,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4161/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -66.33750915527344,\n 17.910795834978483\n ],\n [\n -66.21185302734375,\n 17.910795834978483\n ],\n [\n -66.21185302734375,\n 18.01465089622104\n ],\n [\n -66.33750915527344,\n 18.01465089622104\n ],\n [\n -66.33750915527344,\n 17.910795834978483\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682ed5","contributors":{"authors":[{"text":"Quinones-Aponte, Vicente","contributorId":48552,"corporation":false,"usgs":true,"family":"Quinones-Aponte","given":"Vicente","email":"","affiliations":[],"preferred":false,"id":229704,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":229703,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15053,"text":"ofr87203 - 1987 - Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1986 water year","interactions":[],"lastModifiedDate":"2022-12-08T23:04:42.225901","indexId":"ofr87203","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-203","title":"Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1986 water year","docAbstract":"

The computed annual yield and deficiency of the subbasins as defined in the Arkansas River Compact, Arkansas-Oklahoma, are given in tables. Actual runoff from the subbasins and depletion caused by major reservoirs in the compact area are also given in tabular form. Monthly, maximum, minimum, and mean discharges are shown for the 14 streamflow stations used in computing annual yield. Water quality data are shown for four sites in the compact area.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87203","usgsCitation":"Moore, M.A., Lamb, T., and Blumer, S.P., 1987, Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1986 water year: U.S. Geological Survey Open-File Report 87-203, iv, 38 p., https://doi.org/10.3133/ofr87203.","productDescription":"iv, 38 p.","costCenters":[],"links":[{"id":410200,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17158.htm","linkFileType":{"id":5,"text":"html"}},{"id":43968,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0203/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147731,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0203/report-thumb.jpg"}],"country":"United States","state":"Arkansas, Oklahoma","otherGeospatial":"Arkansas River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -95.648,\n 36.425\n ],\n [\n -95.648,\n 34.672\n ],\n [\n -93.921,\n 34.672\n ],\n [\n -93.921,\n 36.425\n ],\n [\n -95.648,\n 36.425\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b7cd","contributors":{"authors":[{"text":"Moore, M. A.","contributorId":84767,"corporation":false,"usgs":true,"family":"Moore","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":170489,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":170488,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":170487,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27972,"text":"wri854309 - 1987 - Surface-water hydrology of the Western New York Nuclear Service Center Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2019-08-20T10:23:51","indexId":"wri854309","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4309","title":"Surface-water hydrology of the Western New York Nuclear Service Center Cattaraugus County, New York","docAbstract":"Precipitation data were collected from October 1980 through September 1983 from three recording gages at the Western New York Nuclear Service Center, and surface water data were collected at three continuous-record gaging stations and one partial-record gage on streams that drain a 0.7 sq km part of the site. Seepage from springs was measured periodically during the study. The data were used to identify runoff characteristics at the waste burial ground and the reprocessing plant area, 400 meters to the north. Preliminary water budgets for April 1982 through March 1983 were calculated to aid in the development of groundwater flow models to the two areas. Nearly 80% of the measured runoff from the burial ground area was storm runoff; the remaining 20% was base flow. In contrast, only 30% of the runoff leaving the reprocessing plant area was storm runoff, and 70% was base flow. This difference is attributed to soil composition. The burial ground soil consists of clayey silty till that limits infiltration and causes most precipitation to flow to local channels as direct runoff. In contrast, the reprocessing plant area is overlain by alluvial sand and gravel that allows rapid infiltration of precipitation and subsequent steady discharge from the water table to nearby stream channels and seepage faces. Measured total annual runoff and estimated evapotranspiration from the reprocessing plant area exceeded the precipitation by 35%, which suggests that the groundwater basin is larger than the surface water basin. The additional outflow probably includes underflow from bedrock upgradient from the plant, water leakage from plant facilities, and groundwater flow from adjacent basins. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri854309","usgsCitation":"Kappel, W.M., and Harding, W.E., 1987, Surface-water hydrology of the Western New York Nuclear Service Center Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4309, v, 36 p. , https://doi.org/10.3133/wri854309.","productDescription":"v, 36 p. ","costCenters":[],"links":[{"id":159019,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4309/report-thumb.jpg"},{"id":366709,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4309/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","county":"Cattaraugus County","otherGeospatial":"Western New York Nuclear Service Center","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -78.65777492523192,\n 42.44907976495076\n ],\n [\n -78.65481376647948,\n 42.44907976495076\n ],\n [\n -78.65481376647948,\n 42.45040973396976\n ],\n [\n -78.65777492523192,\n 42.45040973396976\n ],\n [\n -78.65777492523192,\n 42.44907976495076\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a634","contributors":{"authors":[{"text":"Kappel, W. M.","contributorId":18754,"corporation":false,"usgs":true,"family":"Kappel","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":198991,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harding, W. E.","contributorId":12527,"corporation":false,"usgs":true,"family":"Harding","given":"W.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198990,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68406,"text":"ha704 - 1987 - Approximate potentiometric surfaces for the aquifers of the Texas coastal uplands system, 1980","interactions":[],"lastModifiedDate":"2016-08-05T12:12:44","indexId":"ha704","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"704","title":"Approximate potentiometric surfaces for the aquifers of the Texas coastal uplands system, 1980","docAbstract":"

The National Water Commission recommended that the U.S. Geological Survey conduct intensive studies of the important regional aquifer systems in the United States, particularly those with declining water levels and deteriorating water quality.  The result has been a series of Regional Aquifer-System Analysis (RASA) studies, one of which is the West Gulf Coast RASA study (Grubb, 1984).  The West Gulf Coast RASA study, which began in 1982, is investigating several major regional aquifers mainly in parts of Missouri, Kentucky, and Tennessee.

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Proposed water-resource development has prompted numerous hydrologic studies of the James River. To aid in planning for future development, the map delineates all named stream basins, and all unnamed basins larger than 10 square miles within the James River basin South Dakota and lists by stream name and area of each basin. Stream drainage basins were delineated by visual interpretation of contour information of U.S. Geological Survey seven and one-half minute topographic maps. Two tables list areas of drainage basins, reaches, and noncontributing areas and drainage areas above gaging stations. (USGS)","language":"English","doi":"10.3133/ofr87572","usgsCitation":"Benson, R.D., Freese, M., Amundson, F.D., and Wipf, V., 1987, Drainage areas in the James River basin in eastern South Dakota: U.S. Geological Survey Open-File Report 87-572, 1 map :photocopy ;sheet 86 x 89 cm., https://doi.org/10.3133/ofr87572.","productDescription":"1 map :photocopy ;sheet 86 x 89 cm.","costCenters":[],"links":[{"id":171844,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83714,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0572/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635f37","contributors":{"authors":[{"text":"Benson, Rick D.","contributorId":60303,"corporation":false,"usgs":true,"family":"Benson","given":"Rick","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":234099,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Freese, M.E.","contributorId":12492,"corporation":false,"usgs":true,"family":"Freese","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":234096,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Amundson, Frank D.","contributorId":18829,"corporation":false,"usgs":true,"family":"Amundson","given":"Frank","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":234097,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wipf, V.J.","contributorId":26725,"corporation":false,"usgs":true,"family":"Wipf","given":"V.J.","email":"","affiliations":[],"preferred":false,"id":234098,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":30300,"text":"wri874227 - 1987 - Hydrology of the U.S. Army Pinon Canyon maneuver site, Las Animas County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri874227","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4227","title":"Hydrology of the U.S. Army Pinon Canyon maneuver site, Las Animas County, Colorado","docAbstract":"The U.S. Department of the Army (Fort Carson Military Reservation) has acquired 381 sq mi of semiarid rangeland in southeastern Colorado for mechanized military maneuvers. The study area, known as the Pinon Canyon Maneuver Site, drains into the Purgatoire River, a major tributary of the upper Arkansas River. A multidisciplined hydrologic investigation began in October 1982. The primary aquifer in the Maneuver Site is the Dakota-Purgatoire. Well yields generally range from 10 to 500 gal/min. Dissolved solids concentrations in groundwater ranged from 195 to 6,150 mg/L. Streamflow in the Purgatoire River is perennial. Tributaries draining the Maneuver Site are intermittent or ephemeral and contribute only about 4.4% of the streamflow of the Purgatoire River downstream from the Maneuver Site. Flood frequencies were calculated by using the log Pearson III procedure and compared well with a regional estimating technique that was developed that uses physical drainage-basin characteristics. Calcium and sulfate are the predominant ions in the surface water of the area. Time-series plots indicate that instream water-quality standards for nitrate and metals are exceeded. About 80% of the suspended-sediment load is transported by rainfall runoff, which occurs less than 8% of the time. Ephermal tributaries contributed less than 25% of the suspended-sediment load transported to the Purgatoire River downstream from the Maneuver Site. Historic annual mean sediment yields were measured for 29 small watersheds. Sediment yields were measured for 29 small watersheds. Sediment yields ranged from 9.5 to 1,700 tons/sq mi. Sediment yields were estimated by a multiple-linear-regression model developed by using physical drainage-basin characteristics and by the Pacific Southwest Interagency Committee method. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874227","usgsCitation":"Von Guerard, P., Abbott, P., and Nickless, R.C., 1987, Hydrology of the U.S. Army Pinon Canyon maneuver site, Las Animas County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4227, x, 117 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874227.","productDescription":"x, 117 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124139,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4227/report-thumb.jpg"},{"id":59090,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4227/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59091,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4227/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59092,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4227/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca42","contributors":{"authors":[{"text":"Von Guerard, Paul","contributorId":40620,"corporation":false,"usgs":true,"family":"Von Guerard","given":"Paul","affiliations":[],"preferred":false,"id":203016,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Abbott, P.O.","contributorId":21154,"corporation":false,"usgs":true,"family":"Abbott","given":"P.O.","email":"","affiliations":[],"preferred":false,"id":203015,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nickless, Raymond C.","contributorId":69609,"corporation":false,"usgs":true,"family":"Nickless","given":"Raymond","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203017,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":44457,"text":"wri854271 - 1987 - Geohydrologic framework of the coastal plain aquifers of South Carolina","interactions":[],"lastModifiedDate":"2017-01-24T11:04:31","indexId":"wri854271","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4271","title":"Geohydrologic framework of the coastal plain aquifers of South Carolina","docAbstract":"The U.S. Geological Survey is conducting a series of investigations of aquifers throughout the United States as a part of the RASA (Regional Aquifer System Analysis) program. These investigations provide a comprehensive regional understanding of groundwater resources throughout the Nation. The Coastal Plain aquifers in South Carolina are being studied as a part of this program. An important part of a description of the groundwater resources is the development of a geohydrologic framework. Such a framework delineates the aquifers through which groundwater flows and the confining units which retard the flow of groundwater between aquifers. The Coastal Plain of South Carolina is underlain by a wedge of sediments that thickens from its inner margin, the Fall Line, to the coast and consists of sand, silt, clay, and limestone of Late Cretaceous to Holocene age. These sediments are underlain by pre-Cretaceous rocks consisting of consolidated sedimentary rocks of Triassic age and a complex of metamorphic and igneous rocks similar to those found near the surface in the Piedmont province of the State. The geohydrologic framework that divides the sediments of the South Carolina Coastal Plain into the Coastal Plain aquifer system is delineated by eleven geohydrologic sections and four maps showing the configuration of the top or base of individual aquifers. Although flow within the Coastal Plain aquifer system is three dimensional, simplifying the system by dividing it into a framework of discrete hydrologic units can aid significantly in understanding the hydrology of the system. This framework is the basis for the aquifers used in potentiometric mapping, transmissivity mapping, geochemical analysis, and groundwater flow modeling for the South Carolina RASA program. 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Center","active":true,"usgs":true}],"preferred":true,"id":229800,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":57639,"text":"wdrGA861 - 1987 - Water Resources Data for Georgia, Water Year 1986","interactions":[],"lastModifiedDate":"2024-09-19T13:27:27.188419","indexId":"wdrGA861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"GA-86-1","title":"Water Resources Data for Georgia, Water Year 1986","docAbstract":"

This volume of the annual hydrologic data report of Georgia is one of a series of annual reports that document hydrologic data gathered from the U.S. Geological Survey's surface- and ground-water data-collection networks in each State, Puerto Rico, and the Trust Territories. These records of streamflow, ground-water levels, and quality of water provide the hydrologic information needed by State, local, and Federal agencies, and the private sector for developing and managing our Nation's land and water resources. Hydrologic data for Georgia are contained in 1 volume.

","language":"English","doi":"10.3133/wdrGA861","collaboration":"Prepared in cooperation with the State of Georgia and with other agencies","usgsCitation":"Stokes, W., Hale, T., and Buell, G.R., 1987, Water Resources Data for Georgia, Water Year 1986: U.S. Geological Survey Water Data Report GA-86-1, 446 p., https://doi.org/10.3133/wdrGA861.","productDescription":"446 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":438924,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/ga-86-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181633,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/ga-86-1/report-thumb.jpg"}],"country":"United 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R.","contributorId":57103,"corporation":false,"usgs":true,"family":"Buell","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":257578,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":47721,"text":"wri874160 - 1987 - Potentiometric surface of the alluvial aquifer and hydrologic conditions in the central Aguirre Quadrangle, Puerto Rico, March 1986","interactions":[],"lastModifiedDate":"2019-08-16T08:43:18","indexId":"wri874160","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4160","title":"Potentiometric surface of the alluvial aquifer and hydrologic conditions in the central Aguirre Quadrangle, Puerto Rico, March 1986","docAbstract":"

No abstract available. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri874160","usgsCitation":"Torres-Gonzalez, S., and Gómez-Gómez, F., 1987, Potentiometric surface of the alluvial aquifer and hydrologic conditions in the central Aguirre Quadrangle, Puerto Rico, March 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4160, 1 Plate: 36.90 x 21.18 inches, https://doi.org/10.3133/wri874160.","productDescription":"1 Plate: 36.90 x 21.18 inches","costCenters":[],"links":[{"id":162193,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4160/report-thumb.jpg"},{"id":366585,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4160/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -66.24086380004883,\n 17.947543986928785\n ],\n [\n -66.21940612792969,\n 17.947543986928785\n ],\n [\n -66.21940612792969,\n 17.959138486783925\n ],\n [\n -66.24086380004883,\n 17.959138486783925\n ],\n [\n -66.24086380004883,\n 17.947543986928785\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682ee5","contributors":{"authors":[{"text":"Torres-Gonzalez, Sigfredo sttorres@usgs.gov","contributorId":3997,"corporation":false,"usgs":true,"family":"Torres-Gonzalez","given":"Sigfredo","email":"sttorres@usgs.gov","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"preferred":true,"id":236078,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":236079,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29178,"text":"wri874140 - 1987 - Hydrogeology of McMullen Valley, west-central Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri874140","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4140","title":"Hydrogeology of McMullen Valley, west-central Arizona","docAbstract":"The geohydrology of McMullen Valley, west-central Arizona, was investigated using geologic, geophysical, and hydrologic data and a numerical model of the groundwater system. Interpretation of geologic and geophysical information indicates that the main structure of McMullen Valley is a syncline that has been normal faulted on the southeast side. Basin fill that accumulated in the structural depression during late Miocene to Pleistocene time is the main aquifer and is divided into upper and lower units on the basis of lithologic information. The upper unit is a thin layer of coarse-grained sediments and generally is not saturated. The lower unit is 3,000 to 4,000 ft thick, includes a fine-grained facies in the upper 1,000 ft, and is the main source of water. The fine-grained facies is found in the southwest half of the basin and is further divided into upper and lower parts. The lower part of the fine-grained facies has: a higher percentage of silt and clay than the upper part, contains evaporites, does not yield water to wells, and separates the aquifer into shallow and deep systems. A numerical model was used to analyze the groundwater system for both steady-state and transient conditions. The transient model was used to analyze system response to pumping stress. The transient system is one of storage depletion, and water level declines are controlled by pumping and specific yield distributions. Water level declines are also influenced by hydraulic properties and areal extent of the fine-grained facies. Significant water level declines may extend to aquifer boundaries in most of the basin; in one area, impermeable boundary greatly influences declines. The location of the nearby boundary was estimated through gravity data modeling. Several hydrologic components, including hydraulic properties and areal extent of the fine-grained facies , storage properties, and aquifer boundaries, need better definition in order to develop a more accurate model of the groundwater system. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874140","usgsCitation":"Pool, D.R., 1987, Hydrogeology of McMullen Valley, west-central Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4140, v, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874140.","productDescription":"v, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123627,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4140/report-thumb.jpg"},{"id":58049,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4140/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db54595a","contributors":{"authors":[{"text":"Pool, D. R.","contributorId":75581,"corporation":false,"usgs":true,"family":"Pool","given":"D.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201091,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26464,"text":"wri874041 - 1987 - Relations of specific conductance to streamflow and selected water-quality characteristics of the Arkansas River basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri874041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4041","title":"Relations of specific conductance to streamflow and selected water-quality characteristics of the Arkansas River basin, Colorado","docAbstract":"Areal, seasonal, and long-term variations in the specific conductance of surface and groundwater in the Arkansas River basin of Colorado were evaluated and relations of specific conductance to stream-flow and to concentrations of dissolved solids and major ions were determined as part of an effort to develop a comprehensive hydrologic model of the basin. Mean specific conductance of surface and groundwater was smallest in the upper basin and increased downstream. Smallest mean specific conductance occurred during summer runoff, and largest mean specific conductance occurred during spring and fall low flows. Trends in specific conductance occurred at 18 of 31 surface-water stations and in flow-adjusted specific conductance at 14 of 24 surface-water stations. Logarithmic relations of specific conductance to streamflow were determined for 69 stations. Significant seasonal differences in the relations illustrate the effect of basin characteristics on the relation of specific conductance to streamflow. Relations of specific conductance to dissolved-solids concentration were determined for 28 surface-water stations and for groundwater in alluvial aquifers along the Arkansas River. Relations of specific conductance to concentrations of major ions were determined for 26 surface-water stations and for groundwater in alluvial aquifers along the Arkansas River. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874041","usgsCitation":"Cain, D., 1987, Relations of specific conductance to streamflow and selected water-quality characteristics of the Arkansas River basin, Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4041, vi, 93 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874041.","productDescription":"vi, 93 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158449,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4041/report-thumb.jpg"},{"id":55285,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4041/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55286,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db634919","contributors":{"authors":[{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":196440,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28264,"text":"wri874132 - 1987 - Method for estimating the magnitude and frequency of floods at ungaged sites on unregulated rural streams in Iowa","interactions":[],"lastModifiedDate":"2016-03-07T14:40:11","indexId":"wri874132","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4132","title":"Method for estimating the magnitude and frequency of floods at ungaged sites on unregulated rural streams in Iowa","docAbstract":"

This report provides techniques and procedures for estimating the probable magnitude and frequency of floods at ungaged sites on Iowa streams. Physiographic characteristics were used to define the boundaries of five hydrologic regions. Regional regression equations that relate the size of the drainage area to flood magnitude are defined for estimating peak discharges having specified recurrence intervals of 2, 5, 10, 25, 50, and 100 years. Regional regression equations are applicable to sites on streams that have drainage areas ranging from 0.04- to 5,150 square miles provided that the streams are not affected significantly by regulation upstream from the sites and that the drainage areas upstream from the sites are not mostly urban areas. Flood-frequency characteristics for the mains terns of selected rivers are presented in graphs as a function of drainage area.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/wri874132","collaboration":"Prepared in cooperation with the Iowa Department of Transportation, Highway Division, Highway Research Board","usgsCitation":"Lara, O.G., 1987, Method for estimating the magnitude and frequency of floods at ungaged sites on unregulated rural streams in Iowa: U.S. Geological Survey Water-Resources Investigations Report 87-4132, 34 p.: ill., map; 28 cm., https://doi.org/10.3133/wri874132.","productDescription":"34 p.: ill., map; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629eef","contributors":{"authors":[{"text":"Lara, O. G.","contributorId":31001,"corporation":false,"usgs":true,"family":"Lara","given":"O.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":199494,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":18464,"text":"ofr85421 - 1987 - Streamflow characteristics of the Colorado River Basin in Utah through September 1981","interactions":[],"lastModifiedDate":"2017-08-31T16:15:59","indexId":"ofr85421","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-421","title":"Streamflow characteristics of the Colorado River Basin in Utah through September 1981","docAbstract":"

 This report summarizes discharge data and other streamflow characteristics developed from gag ing-station records collected through September 1981 at 337 stations in the Colorado River Basin in Utah. Data also are included for 14 stations in adjacent areas of the bordering states of Arizona, Colorado, and Wyoming (fig. 1). The study leading to this report was done in cooperation with the U.S. Bureau of Land Management, which needs the streamflow data in order to evaluate impacts of mining on the hydrologic system. The report also will be beneficial to other Federal, State, and county agencies and to individuals concerned with water supply and water problems in the Colorado River Basin.

The streamflow characteristics in the report could be useful in many water-related studies that involve the following:

Definition of baseline-hydrologic conditions; studies of the effects of man's activities on streamflow; frequency analyses of low and high flows; regional analyses of streamflow characteristics; design of water-supply systems; water-power studies; forecasting of stream discharge; time-series analyses of streamflow; design of flood-control structures; stream-pollution studies; and water-chemistry transport studies.

The basic data used to develop the summaries in this report are records of daily and peak discharge collected by the U.S. Geological Survey and other Federal agencies. Much of the work of the Geological Survey was done in cooperation with Federal, State, and county agencies. Discharge records
included in the report generally were for stations with at least 1 complete water year of record and nearby stations that were on the same stream and had different streamflow characteristics. A water year is a 12-month period ending September 30, and it is designated by the calendar year in which it ends. For streams that have had significant changes in regulation by reservoirs or diversions, the records before and after those changes were used separately to provide streamflow characteristics for each period of homogeneous streamflow and to show the change in the characteristics. Summaries for annual peak discharge are included only for stations with 5 or more years of data. The summaries of annual lowest and highest mean-discharge frequency are reported for stations with 10 or more years of daily-discharge record and for which computer-generated frequency curves provided a reasonable fit of the plotted data.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr85421","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Christensen, R., Johnson, E., and Plantz, G., 1987, Streamflow characteristics of the Colorado River Basin in Utah through September 1981: U.S. Geological Survey Open-File Report 85-421, iv, 674 p., https://doi.org/10.3133/ofr85421.","productDescription":"iv, 674 p.","numberOfPages":"678","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":152201,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0421/report-thumb.jpg"},{"id":47822,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0421/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Colorado River basin","publicComments":"This is also Utah Hydrologic-Data Report no. 42","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e21","contributors":{"authors":[{"text":"Christensen, R.C.","contributorId":56670,"corporation":false,"usgs":true,"family":"Christensen","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":179174,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, E.B.","contributorId":77953,"corporation":false,"usgs":true,"family":"Johnson","given":"E.B.","affiliations":[],"preferred":false,"id":179175,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Plantz, G.G.","contributorId":79103,"corporation":false,"usgs":true,"family":"Plantz","given":"G.G.","affiliations":[],"preferred":false,"id":179176,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29366,"text":"wri874128 - 1987 - Water-quality variations in the Bull Run Watershed, Oregon, under 1978 to 1983 management conditions","interactions":[],"lastModifiedDate":"2022-11-23T20:03:50.395772","indexId":"wri874128","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4128","title":"Water-quality variations in the Bull Run Watershed, Oregon, under 1978 to 1983 management conditions","docAbstract":"

During the period October 1978 to September 1983, the U.S. Geological Survey, in cooperation with the City of Portland (Oregon) Water Bureau, conducted a study in the Bull Run River basin to define the hydrologic characteristics of the basin, and to examine relations between basin characteristics (both natural and man-made) and stream water quality and quantity within the basin. Hydrologically, the 1978-1983 period can be characterized as representative of the long-term average, with no records of extreme events. Likewise, water quality constituent concentrations affected by quantity of streamflow are representative of average values and ranges and exclude values that would be obtained during periods of extreme events. Ranges of concentration of major anions and cations for surface water collected October 1978 to September 1983 are similar to values collected historically. The ratio of constituent to chloride values determined for precipitation data collected during the period June 1980 to September 1981 indicated that other sources besides seawater contributed to its composition. In ratios of constituents in precipitation, Bull Run values are similar to those of other remote sites in Alaska, Washington, and California. Comparisons of storm-related suspended sediment load to annual suspended sediment loads indicated that 62% to 78% of the total annual loads occurred in 3 to 4 days during an average year. Multiple-linear regression analysis using discharge, suspended sediment and specific conductance indicated that most of the variation in the annual values could be explained by naturally occurring processes within the basin. A nonparametric time-trend analysis of 24 water quantity and quality constituents showed no statistically significant trends with estimated slopes large enough to be readily measurable for a particular year. Four constituents that were sampled weekly (turbidity, specific conductance, silica, and phytoplankton) had statistically significant trends with slope indicators that might be measurable after 6 years. However, trend analysis on daily mean specific conductance and suspended sediment values does not confirm the weekly constituent trend results. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874128","usgsCitation":"Rinella, F.A., 1987, Water-quality variations in the Bull Run Watershed, Oregon, under 1978 to 1983 management conditions: U.S. Geological Survey Water-Resources Investigations Report 87-4128, v, 61 p., https://doi.org/10.3133/wri874128.","productDescription":"v, 61 p.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":409605,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46793.htm","linkFileType":{"id":5,"text":"html"}},{"id":58214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4128/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123626,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4128/report-thumb.jpg"}],"country":"United States","state":"Oregon","otherGeospatial":"Bull Run watershed","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -122.1519,\n 45.5592\n ],\n [\n -122.1519,\n 45.4167\n ],\n [\n -121.8333,\n 45.4167\n ],\n [\n -121.8333,\n 45.5592\n ],\n [\n -122.1519,\n 45.5592\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4888e4b07f02db51acfc","contributors":{"authors":[{"text":"Rinella, F. A.","contributorId":89120,"corporation":false,"usgs":true,"family":"Rinella","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201417,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47717,"text":"wri864081 - 1987 - Hydrology and water quality of East Lake Tohopekaliga, Osceola County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:23","indexId":"wri864081","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4081","title":"Hydrology and water quality of East Lake Tohopekaliga, Osceola County, Florida","docAbstract":"East Lake Tohopekaliga, one of the major lakes in central Florida, is located in the upper Kissimmee River basin in north-east Osceola County. It is one of numerous lakes in the upper basin used for flood control, in addition to recreation and some irrigation of surrounding pasture. This report is the fourth in a series of lake reconnaissance studies in the Kissimmee River basin prepared in cooperation with the South Florida Water Management District. The purpose of the report is to provide government agencies and the public with a brief summary of the lake 's hydrology and water quality. Site information is given and includes map number, site name, location, and type of data available (specific conductivity, pH, alkalinity, turbidity, color, dissolved oxygen, hardness, dissolved chlorides, dissolved sodium, dissolved calcium, dissolved magnesium, dissolved potassium, nitrogen, ammonia, nitrates, carbon and phosphorus). The U.S. Geological Survey (USGS) maintained a lake stage gaging station on East Lake Tohopekaliga from 1942 to 1968. The South Florida Water Management District has recorded lake stage since 1963. Periodic water quality samples have been collected from the lake by the South Florida Water Management District and USGS. Water quality and discharge data have been collected for one major tributary to the lake, Boggy Creek. Although few groundwater data are available for the study area, results of previous studies of the groundwater resources of Osceola County are included in this report. To supplement the water quality data for East Lake Tohopekaliga, water samples were collected at selected sites in November 1982 (dry season) and in August 1983 (rainy season). Samples were taken at inflow points, and in the lake, and vertical profiles of dissolved oxygen and temperature were measured in the lake. A water budget from an EPA report on the lake is also included. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri864081","usgsCitation":"Schiffer, D.M., 1987, Hydrology and water quality of East Lake Tohopekaliga, Osceola County, Florida: U.S. Geological Survey Water-Resources Investigations Report 86-4081, 1 map : col. ; 28 x 29 cm., on sheet 76 x 91 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri864081.","productDescription":"1 map : col. ; 28 x 29 cm., on sheet 76 x 91 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":169427,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":84626,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4081/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e8a7","contributors":{"authors":[{"text":"Schiffer, Donna M. schiffer@usgs.gov","contributorId":2138,"corporation":false,"usgs":true,"family":"Schiffer","given":"Donna","email":"schiffer@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":236067,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21055,"text":"ofr86607 - 1987 - Climatic data for Williams Lake, Hubbard County, Minnesota, 1985","interactions":[],"lastModifiedDate":"2018-04-02T11:34:17","indexId":"ofr86607","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-607","title":"Climatic data for Williams Lake, Hubbard County, Minnesota, 1985","docAbstract":"

Research on the hydrology of Williams Lake, north-central Minnesota includes study of evaporation. Presented here are those climatic data needed for energy-budget and mass-transfer studies, including: water-surface temperature, dry-bulb and wet-bulb air temperatures, wind speed, precipitation, and solar and atmospheric radiation. Data are collected at raft and land stations.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lakewood, CO","doi":"10.3133/ofr86607","usgsCitation":"Sturrock, A., Rosenberry, D., and Winter, T.C., 1987, Climatic data for Williams Lake, Hubbard County, Minnesota, 1985: U.S. Geological Survey Open-File Report 86-607, iii, 40 p., https://doi.org/10.3133/ofr86607.","productDescription":"iii, 40 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":50645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0607/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":154428,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0607/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Hubbard County","otherGeospatial":"Williams Lake","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47c7e4b07f02db4aadc8","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":183758,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rosenberry, D.O. 0000-0003-0681-5641","orcid":"https://orcid.org/0000-0003-0681-5641","contributorId":38500,"corporation":false,"usgs":true,"family":"Rosenberry","given":"D.O.","affiliations":[],"preferred":true,"id":183759,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":183757,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30421,"text":"wri864170 - 1987 - Selected hydrologic and physical properties of Mesozoic formations in the Upper Colorado River Basin in Arizona, Colorado, Utah, and Wyoming: Excluding the San Juan Basin","interactions":[],"lastModifiedDate":"2022-07-18T20:52:37.11335","indexId":"wri864170","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4170","title":"Selected hydrologic and physical properties of Mesozoic formations in the Upper Colorado River Basin in Arizona, Colorado, Utah, and Wyoming: Excluding the San Juan Basin","docAbstract":"

Data for hydrologic and physical properties of Mesozoic formations in the Upper Colorado River Basin, excluding the San Juan Basin, have been collected by government agencies, private industry, property owners, and other sources. These data were compiled and analyzed so that they would be available for use by hydrologists, earth scientists, planners, and others. Five methods of data analysis are discussed. The results of these five methods are not directly comparable because of differences in the volume of an aquifer represented by each method. Aquifer tests represent the largest volume of an aquifer, specific capacity and drill-stem tests represent a smaller volume, slug-injection tests represent a still smaller volume, and laboratory tests represent the smallest volume. Because they represent large volumes of an aquifer, aquifer tests were considered to give the best estimates of hydrologic characteristics. Laboratory data for permeability to air and hydraulic conductivity were determined to be related by a simple power function.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864170","usgsCitation":"Weigel, J.F., 1987, Selected hydrologic and physical properties of Mesozoic formations in the Upper Colorado River Basin in Arizona, Colorado, Utah, and Wyoming: Excluding the San Juan Basin: U.S. Geological Survey Water-Resources Investigations Report 86-4170, v, 68 p., https://doi.org/10.3133/wri864170.","productDescription":"v, 68 p.","costCenters":[],"links":[{"id":403955,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36595.htm","linkFileType":{"id":5,"text":"html"}},{"id":59189,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4170/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159807,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4170/report-thumb.jpg"}],"country":"United States","state":"Arizona, Colorado, Utah, Wyoming","otherGeospatial":"upper Colorado River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112,\n 36\n ],\n [\n -106,\n 36\n ],\n [\n -106,\n 43\n ],\n [\n -112,\n 43\n ],\n [\n -112,\n 36\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4b90","contributors":{"authors":[{"text":"Weigel, J. F.","contributorId":74394,"corporation":false,"usgs":true,"family":"Weigel","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":203220,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29118,"text":"wri864016 - 1987 - Water quality of Fremont Lake and New Fork Lakes, western Wyoming: A progress report","interactions":[],"lastModifiedDate":"2022-12-19T20:09:14.384152","indexId":"wri864016","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4016","title":"Water quality of Fremont Lake and New Fork Lakes, western Wyoming: A progress report","docAbstract":"

Fremont Lake and New Fork Lakes in the New Fork River drainage of western Wyoming were selected for a comprehensive study of hydrologic processes affecting mountain lakes in the Rocky Mountains. Information is needed about lakes in this area to assess their response to existing and planned development. The concerns include regional issues such as acid precipitation from gas-sweetening plants, coal-fired powerplants, and smelters, as well as local issues, such as shoreline development and raising outlet control structures. Onsite measurements indicated strong thermal stratification in the lakes during the summer. Isothermal conditions occurred during December 1983 and May 1984. Mean phytoplankton concentrations were less than 5,000 cells/ml, and chlorophyll a concentrations were weakly correlated with phytoplankton concentrations. Zooplankton concentrations were small, less than 6 organisms/L. The numbers of benthic invertebrates/unit area in Fremont Lake were extremely small. The lake waters and inflow and outflow streams were chemically dilute solutions. Mean dissolved-solids concentrations were 13 mg/L in Fremont Lake and 24 mg/L in New Fork Lakes. Calcium and bicarbonate were the predominant ions. Concentrations of phosphorus and nitrogen usually were less than detection limits. Trace-metals concentrations in the lakes were similar to those in precipitation and generally were small. Dissolved organic-carbon concentrations were about 1 mg/L. Concentrations of fulvic and humic acids were relatively large in the inlet of Fremont Lake during the spring. Pine Creek has deposited 800 metric tons of sediment, on an annual average, to the delta of Fremont Lake. Most sediment is deposited during spring runoff.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864016","usgsCitation":"Peterson, D.A., Averett, R., and Mora, K.L., 1987, Water quality of Fremont Lake and New Fork Lakes, western Wyoming: A progress report: U.S. Geological Survey Water-Resources Investigations Report 86-4016, vi, 55 p., https://doi.org/10.3133/wri864016.","productDescription":"vi, 55 p.","costCenters":[],"links":[{"id":410729,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36486.htm","linkFileType":{"id":5,"text":"html"}},{"id":57988,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4016/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159526,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4016/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Fremont Lake and New Fork Lakes","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -109.75,\n 43.117\n ],\n [\n -110,\n 43.117\n ],\n [\n -110,\n 42.875\n ],\n [\n -109.75,\n 42.875\n ],\n [\n -109.75,\n 43.117\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a02e4b07f02db5f8110","contributors":{"authors":[{"text":"Peterson, D. A.","contributorId":6453,"corporation":false,"usgs":true,"family":"Peterson","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200973,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Averett, R. C.","contributorId":35709,"corporation":false,"usgs":true,"family":"Averett","given":"R. C.","affiliations":[],"preferred":false,"id":200974,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mora, K. L.","contributorId":55008,"corporation":false,"usgs":true,"family":"Mora","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200975,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28847,"text":"wri874021 - 1987 - Ground-water resources of Flagler County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri874021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4021","title":"Ground-water resources of Flagler County, Florida","docAbstract":"Groundwater is the only significant source of potable water in Flagler County. Usable water occurs in the Upper Floridan aquifer, the intermediate population is expected to place stresses on the water resources of the county. Although rainfall averages almost 50 in/yr, most of the water leaves as evapotranspiration and streamflow. Less than 1 in/yr recharge may be occurring to the Upper Floridan aquifer, the highest yielding aquifer. The Upper Floridan aquifer consists of the Avon Park Formation, the Ocala Limestone, and the basal dolomitic limestone of the Hawthorne. Use of the Upper Floridan aquifer for public water supply is limited in most of the county because it contains marginally potable or brackish water. It is used extensively for agricultural irrigation. The intermediate aquifer system consists of thin, discontinues lenses of sand, shell, and limestone between clays overlying the Floridan aquifer system. The intermediate aquifer system is an important part of the public water supply of the county because of the good quality of the water. The intermediate aquifer system has variable yields because of the discontinuous lenses. The surficial aquifer system is composed of sand and shell with varying fractions of finer materials. Well yields are small in the west and central parts of Flagler County, but the surficial aquifer system is an adequate source of domestic supply on the barrier island. A zone of freshwater in the surficial aquifer system is very important in the Hammock area, being the local source of most domestic supply in the area. Changes in hydrologic conditions from the 1950 's include a long-term decline in water levels in the Upper Floridan aquifer coincident with lower-than-average rainfall and a greater seasonal fluctuation of water levels. Chloride concentrations of water in the Upper Floridan aquifer do not appear to have changed significantly, presently ranging from 7 to 3,700 mg/L. Development will place stress on the aquifers and may result in upconing of brackish water in pumping centers and in lateral saltwater intrusion in coastal areas. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874021","usgsCitation":"Navoy, A., and Bradner, L.A., 1987, Ground-water resources of Flagler County, Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4021, v, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874021.","productDescription":"v, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4021/report-thumb.jpg"},{"id":57720,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63d2c8","contributors":{"authors":[{"text":"Navoy, A. S.","contributorId":51771,"corporation":false,"usgs":true,"family":"Navoy","given":"A. S.","affiliations":[],"preferred":false,"id":200501,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradner, L. A.","contributorId":21925,"corporation":false,"usgs":true,"family":"Bradner","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200500,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}