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":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":1699,"text":"wsp2282 - 1987 - Tidal-flow, circulation, and flushing changes caused by dredge and fill in Tampa Bay, Florida","interactions":[{"subject":{"id":9188,"text":"ofr84447 - 1984 - Changes in tidal flow, circulation, and flushing caused by dredge and fill in Tampa Bay, Florida","indexId":"ofr84447","publicationYear":"1984","noYear":false,"title":"Changes in tidal flow, circulation, and flushing caused by dredge and fill in Tampa Bay, Florida"},"predicate":"SUPERSEDED_BY","object":{"id":1699,"text":"wsp2282 - 1987 - Tidal-flow, circulation, and flushing changes caused by dredge and fill in Tampa Bay, Florida","indexId":"wsp2282","publicationYear":"1987","noYear":false,"title":"Tidal-flow, circulation, and flushing changes caused by dredge and fill in Tampa Bay, Florida"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp2282","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"2282","title":"Tidal-flow, circulation, and flushing changes caused by dredge and fill in Tampa Bay, Florida","docAbstract":"Tampa Bay, Florida, underwent extensive physical changes between 1880 and 1972 because of construction of causeways, islands, channels, and shoreline fills. These changes resulted in a progressive reduction in the quantity of tidal water that enters and leaves the bay. Dredging and filling also changed the magnitude and direction of tidal flows in large parts of the bay. \r\n\r\nA two-dimensional, finite-difference, hydrodynamic model was used to simulate flood, ebb, and residual transport of both water and a dissolved constituent for the physical conditions that existed in Tampa Bay during 1880 and 1972 and for the conditions that are likely to exist in 1985. The calibrated and verified model was used to hindcast water- and constituent-transport changes caused by construction in the bay between 1880 and 1972. The model was used also to forecast changes that can be expected to occur as a result of a major Federal dredging project scheduled for completion in 1985. \r\n\r\nThe model forecasted transport changes caused by the Federal dredging project to be much less areally extensive than the corresponding transport changes caused by construction in Tampa Bay between 1880 and 1972. Dredging-caused changes of more than 50 percent in flood and ebb transport were computed to occur over only 8 or 9 square miles of the bay's 390-square-mile surface area between 1972 and 1985. The model computed that construction between 1880 and 1972 caused changes of similar magnitude over 58 square miles of the bay. Dredging-caused changes of more than 50 percent in residual transport were computed to occur over 58 square miles of the bay between 1972 and 1985. According to the model simulation, construction between 1880 and 1972 caused changes of similar magnitude over 167 square miles. \r\n\r\nComputations reveal historical tide-induced circulation patterns. The patterns consist of a series of about 20 interconnected circulatory features that range in diameter from 1 to 6 miles. Dredging- and construction-caused changes in size, position, shape, and intensity of the circulatory features increase tide-induced circulation and flushing throughout most of the bay. As a result of past and projected physical changes, the bay can and will more rapidly transfer waterborne constituents that have landward sources to the Gulf of Mexico. Conversely, the bay can and will more rapidly transfer constituents that have their source in the Gulf into the upper parts of the bay.\r\n\r\nModel results show that the bay can be functionally subdivided into eight circulation zones. The zones near the entrances to Tampa Bay and the major bay subunits, Hillsborough Bay and Old Tampa Bay, have several times greater average circulation than do adjacent and more landward zones. Circulation generally decreases from the Gulf of Mexico to the head of Hillsborough and Old Tampa Bays, with a striking exception in zone 3 in mid-Tampa Bay. This 10-mile section of the bay has significantly lower average circulation than that of adjacent zones, particularly for conditions in 1880. The section is thought to be a circulation constriction that reduces the potential transport of dissolved and suspended constituents. \r\n\r\nCirculation in the constricted section was computed as having increased 6 percent because of dredge and fill construction between 1880 and 1972. An additional increase of 21 percent, due to the Federal dredging project, is calculated. With these increases, this zone acts as less of a constriction than it did in 1880. This and other circulation increases may have contributed to increased bay salinity and to more rapid flushing of constituents from the bay to the Gulf of Mexico.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/wsp2282","usgsCitation":"Goodwin, C., 1987, Tidal-flow, circulation, and flushing changes caused by dredge and fill in Tampa Bay, Florida: U.S. Geological Survey Water Supply Paper 2282, vi, 88 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2282.","productDescription":"vi, 88 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2282/report-thumb.jpg"},{"id":26780,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2282/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db6981e4","contributors":{"authors":[{"text":"Goodwin, Carl R.","contributorId":76284,"corporation":false,"usgs":true,"family":"Goodwin","given":"Carl R.","affiliations":[],"preferred":false,"id":143985,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29001,"text":"wri874154 - 1987 - Geophysical well log analysis of fractured granitic rocks at Atikokan, Ontario, Canada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri874154","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":"87-4154","title":"Geophysical well log analysis of fractured granitic rocks at Atikokan, Ontario, Canada","docAbstract":"Two boreholes, drilled to approximate depths of 750 and 1,260 m in a granitic intrusion located near Atikokan, Ontario, were studied by obtaining a full suite of conventional borehole geophysical logs. In addition, selected intervals in these boreholes were logged with a borehole acoustic televiewer that produces a high-resolution image of the borehole wall, an acoustic waveform-logging system using 34-kiloHertz magnetostrictive and 5-kiloHertz sparker sources, and a highly sensitive heat-pulse flowmeter. Emphasis was on identifying and characterizing fracture zones that represent groundwater conduits in deeper portions of the granite, and on characterizing the properties of the largest intervals of unfractured granite. Major fracture zones were indicated by correlating geophysical log anomalies detected on the suite of conventional logs (unpublished data from Atomic Energy of Canada). However, several other anomalies, were identified as mafic intrusions of approximately the same thickness as major fracture zones. Geophysical log anomalies were compared for all major fracture zones that could serve as significant groundwater conduits, and fracture zone permeability is estimated on the basis of acoustic tube-wave attenuation in these intervals. Acoustic televiewer logs obtained at depths below 1,000 m in the deeper well indicate that most of the few fractures identified on core at these depths do not remain open enough under in situ conditions to produce detectable anomalies in acoustic refraction. Flowmeter data indicate that some groundwater circulation occurs in the upper portion of both boreholes. Water in the shallower of the two holes was observed to flow at 2.0 L/min; most of this flow entered the borehole at a depth < 25 m, and no flow occurred below a depth of 100 m. Downflow at rates < 0.5 L/min was determined to enter the deeper borehole within 20 m of the surface, and to exist at various fractures down to a depth of 250 m. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874154","usgsCitation":"Paillet, F.L., and Hess, A., 1987, Geophysical well log analysis of fractured granitic rocks at Atikokan, Ontario, Canada: U.S. Geological Survey Water-Resources Investigations Report 87-4154, iv, 36 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874154.","productDescription":"iv, 36 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159641,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4154/report-thumb.jpg"},{"id":57868,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4154/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8500","contributors":{"authors":[{"text":"Paillet, Frederick L.","contributorId":63820,"corporation":false,"usgs":true,"family":"Paillet","given":"Frederick","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200765,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hess, A.E.","contributorId":71979,"corporation":false,"usgs":true,"family":"Hess","given":"A.E.","email":"","affiliations":[],"preferred":false,"id":200766,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":61563,"text":"mf1648B - 1987 - Geochemical map of the Pond Mountain and Pond Mountain Addition Roadless Areas, Carter County, Tennessee","interactions":[],"lastModifiedDate":"2016-08-23T10:38:17","indexId":"mf1648B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1648","chapter":"B","title":"Geochemical map of the Pond Mountain and Pond Mountain Addition Roadless Areas, Carter County, Tennessee","docAbstract":"In the spring of 1980, K. A. Duttweiler, J. W. Whitlow, and W. R. Griffitts of the U.S. Geological Survey conducted a reconnaissance geochemical survey of the Pond Mountain and Pond Mountain Addition Roadless Areas. The purpose of the study was to determine the geochemical nature of the study area as part of the mineral resource assessment. This report presents a brief summary of the geochemistry of the study area. The evaluation of the mineral resource potential is covered in a separate report (Griffitts, Bitar, and Chatman, in press).
\nThe Pond Mountain and Pond Mountain Addition Road less Areas encompass 6,668 acres in the Cherokee National Forest in northeastern Tennessee. They are approximately 7 mi southeast of Elizabethton, and 1 mi east of Hampton, Tenn. (fig. 1).
\nThe study area is fairly accessible by U.S Highway 321 north of the area and Forest Service Route 50 along the southern boundary. Relief is moderate, but the vegetation is very thick in most places.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1648B","usgsCitation":"Duttweiler, K., Griffitts, W.R., Cooley, E., and Whitlow, J.W., 1987, Geochemical map of the Pond Mountain and Pond Mountain Addition Roadless Areas, Carter County, Tennessee: U.S. Geological Survey Miscellaneous Field Studies Map 1648, 57.34 x 38.04 inches, https://doi.org/10.3133/mf1648B.","productDescription":"57.34 x 38.04 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":179980,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1648B.JPG"},{"id":327602,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1648-B/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"0","country":"United States","state":"Tennessee","county":"Carter County","otherGeospatial":"Pond Mountain and Pond Mountain Addition Roadless Areas","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -82.2,36.25 ], [ -82.2,36.3675 ], [ -82,36.3675 ], [ -82,36.25 ], [ -82.2,36.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae1c8","contributors":{"authors":[{"text":"Duttweiler, K.A.","contributorId":68310,"corporation":false,"usgs":true,"family":"Duttweiler","given":"K.A.","affiliations":[],"preferred":false,"id":266057,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Griffitts, W. R.","contributorId":10428,"corporation":false,"usgs":true,"family":"Griffitts","given":"W.","middleInitial":"R.","affiliations":[],"preferred":false,"id":266055,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cooley, E.F.","contributorId":83072,"corporation":false,"usgs":true,"family":"Cooley","given":"E.F.","email":"","affiliations":[],"preferred":false,"id":266058,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Whitlow, J. W.","contributorId":63810,"corporation":false,"usgs":true,"family":"Whitlow","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":266056,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":80290,"text":"fwsobs82_10_138 - 1987 - Habitat Suitability Index Models: Bullfrog","interactions":[],"lastModifiedDate":"2022-01-28T17:54:10.782857","indexId":"fwsobs82_10_138","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"82/10.138","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Bullfrog","docAbstract":"A review and synthesis of existing information were used to develop a Habitat Suitability Index (HSI) model for the bullfrog (Rana catesbeiana). The model consolidates habitat use information into a framework appropriate for field application, and is scaled to produce an index between 0.0 (unsuitable habitat) to 1.0 (optimum habitat). HSI models are designed to be used with Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Graves, B.M., and Anderson, S.H., 1987, Habitat Suitability Index Models: Bullfrog: FWS/OBS 82/10.138, viii, 22 p.","productDescription":"viii, 22 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":195611,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db6912f6","contributors":{"authors":[{"text":"Graves, Brent M.","contributorId":101338,"corporation":false,"usgs":true,"family":"Graves","given":"Brent","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":292189,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, Stanley H.","contributorId":68361,"corporation":false,"usgs":true,"family":"Anderson","given":"Stanley","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":292188,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36221,"text":"b1802 - 1987 - Evaluating coinciding anomalies along a fault trace or other traverse; simulations and statistical procedures","interactions":[],"lastModifiedDate":"2012-02-02T00:09:41","indexId":"b1802","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"1802","title":"Evaluating coinciding anomalies along a fault trace or other traverse; simulations and statistical procedures","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/b1802","usgsCitation":"Wheeler, R.L., and Krystinik, K.B., 1987, Evaluating coinciding anomalies along a fault trace or other traverse; simulations and statistical procedures: U.S. Geological Survey Bulletin 1802, iii, 12 p. :ill., map ;28 cm., https://doi.org/10.3133/b1802.","productDescription":"iii, 12 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":166591,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1802/report-thumb.jpg"},{"id":64169,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1802/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fb0d4","contributors":{"authors":[{"text":"Wheeler, Russell L. wheeler@usgs.gov","contributorId":858,"corporation":false,"usgs":true,"family":"Wheeler","given":"Russell","email":"wheeler@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":false,"id":215969,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krystinik, Katherine B.","contributorId":77989,"corporation":false,"usgs":true,"family":"Krystinik","given":"Katherine","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":215970,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28874,"text":"wri844165 - 1987 - Hydrogeology of the Cambrian-Ordovician aquifer system at a test well in northeastern Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844165","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":"84-4165","title":"Hydrogeology of the Cambrian-Ordovician aquifer system at a test well in northeastern Illinois","docAbstract":"A 3,475-ft-deep test well was drilled in northeastern Illinois near Lake Michigan and the Illinois-Wisconsin State line as part of a regional hydrologic study of the Cambrian-Ordovician aquifer. The well penetrates the Cambrian-Ordovician aquifer system and 40 ft of Precambrian granite. From oldest to youngest the aquifer system consists of the lower Mount Simon aquifer, Mount Simon confining unit, Elmhurst-Mount Simon aquifer, Eau Claire confining unit, Ironton-Galesville aquifer, Franconia confining unit, St. Peter aquifer, and an upper confining unit composed of the Glenwood Formation, Galena Dolomite and Platteville Limestone, and Maquoketa Shale. Aquifer tests were performed on hydrogeologic units that were isolated with inflatable packers. Results indicate that the Ironton-Galesville aquifer has the highest hydraulic conductivity - 10 ft/day. The St. Peter and Elmhurst-Mount Simon aquifers have hydraulic conductivities of 1.8 and 1.5 ft/day, respectively. The Mount Simon confining bed has a hydraulic conductivity of 1.3 ft/day. The Mount Simon confining unit confines saline water present in the lower Mount Simon aquifer. The dissolved solids concentration in water from this aquifer is > than 55,000 mg/L, and the head is at least 50 ft higher than heads in any of the overlying Cambrian and Ordovician aquifers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844165","usgsCitation":"Nicholas, J., Sherrill, M., and Young, H.L., 1987, Hydrogeology of the Cambrian-Ordovician aquifer system at a test well in northeastern Illinois: U.S. Geological Survey Water-Resources Investigations Report 84-4165, v, 30 p . :ill., maps ;28 cm., https://doi.org/10.3133/wri844165.","productDescription":"v, 30 p . :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123629,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4165/report-thumb.jpg"},{"id":57749,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4165/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db615227","contributors":{"authors":[{"text":"Nicholas, J.R.","contributorId":26673,"corporation":false,"usgs":true,"family":"Nicholas","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":200541,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sherrill, M.G.","contributorId":19945,"corporation":false,"usgs":true,"family":"Sherrill","given":"M.G.","email":"","affiliations":[],"preferred":false,"id":200539,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Young, H. L.","contributorId":23922,"corporation":false,"usgs":true,"family":"Young","given":"H.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200540,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":12300,"text":"ofr87752 - 1987 - South Dakota ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:06:39","indexId":"ofr87752","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":"87-752","title":"South Dakota ground-water quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87752","usgsCitation":"Koch, N., Lawrence, S., Goodman, J., and Pirner, S., 1987, South Dakota ground-water quality: U.S. Geological Survey Open-File Report 87-752, iv, 8 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87752.","productDescription":"iv, 8 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":145644,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0752/report-thumb.jpg"},{"id":40528,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0752/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7518","contributors":{"authors":[{"text":"Koch, N.C.","contributorId":67529,"corporation":false,"usgs":true,"family":"Koch","given":"N.C.","email":"","affiliations":[],"preferred":false,"id":165838,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lawrence, S.J.","contributorId":67922,"corporation":false,"usgs":true,"family":"Lawrence","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":165839,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Goodman, Jeanne","contributorId":27741,"corporation":false,"usgs":true,"family":"Goodman","given":"Jeanne","email":"","affiliations":[],"preferred":false,"id":165836,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Pirner, S.M.","contributorId":50399,"corporation":false,"usgs":true,"family":"Pirner","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":165837,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":28832,"text":"wri874100 - 1987 - Area of influence and zone of contribution to superfund-site wells G and H, Woburn, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri874100","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":"87-4100","title":"Area of influence and zone of contribution to superfund-site wells G and H, Woburn, Massachusetts","docAbstract":"Groundwater contamination by chlorinated volatile organic compounds detected by the Massachusetts Department of Environmental Quality Engineering in 1979 forced the closing of public supply wells G and H in the City of Woburn, MA. The EPA has ranked the wells G and H site on the National Priorities List as a CERCLA (Superfund) site and currently is conducting a feasibility study to determine a remedial action cleanup plan for the site. A 30-day aquifer test was conducted to determine the hydraulic properties of the stratified drift aquifer in the vicinity of the wells, and to determine the area of influenced and zone of contribution to wells G and H under pumping conditions. The estimated transmissivity of the aquifer in the vicinity of well G was 29,700 sq ft/day, with a storage coefficient of 0.20. The average horizontal hydraulic conductivity in the vicinity of the well ranged from 125 to 350 ft/day. The estimated transmissivity of the aquifer at well H was 17,600 sq ft/day, with a storage coefficient of 0.16. The average horizontal hydraulic conductivity ranges from 130 to 215 ft/day. The area of influence after 30 days of pumping well G at 700 gal/min and well H at 400 gal/min was oblong in shape, and approximately 3000 ft long and 1700 ft wide, as measured at the midpoint between wells G and H. The area of influence of wells G and H described in this report is considered to be a ' snapshot ' representative of the hydrologic and pumping conditions of the 30-day aquifer test. Most of the water pumped by the wells is obtained directly from the part of the aquifer immediately surrounding both wells and from induced infiltration of surface water from the overlying river and wetland. The remaining part of the zone of contribution is that area of the Aberjona River drainage basin up-gradient and outside the area of influence of wells G and H. A small amount of the surface water in the river entering the northern end of the study area, which is derived from groundwater discharge and surface water runoff in the up-gradient drainage area, is induced from the river to the wells under pumping conditions. The size of the area south of wells G and H that contributes water to the wells is variable, dependent on pumping rates and hydrologic conditions. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874100","usgsCitation":"Myette, C., Olimpio, J., and Johnson, D., 1987, Area of influence and zone of contribution to superfund-site wells G and H, Woburn, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 87-4100, 86 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri874100.","productDescription":"86 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":123428,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4100/report-thumb.jpg"},{"id":57698,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4100/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57699,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4100/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57700,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4100/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57701,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4100/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57702,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4100/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57703,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4100/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57704,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4100/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db674058","contributors":{"authors":[{"text":"Myette, C. F.","contributorId":97115,"corporation":false,"usgs":true,"family":"Myette","given":"C. F.","affiliations":[],"preferred":false,"id":200479,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Olimpio, J.C.","contributorId":36137,"corporation":false,"usgs":true,"family":"Olimpio","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":200477,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnson, D.G.","contributorId":40245,"corporation":false,"usgs":true,"family":"Johnson","given":"D.G.","email":"","affiliations":[],"preferred":false,"id":200478,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28760,"text":"wri874109 - 1987 - Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 7","interactions":[],"lastModifiedDate":"2022-02-01T19:31:17.427544","indexId":"wri874109","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":"87-4109","title":"Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 7","docAbstract":"The geohydrology and susceptibility of the seven major aquifers to surface contamination in Area 7 - Bibb, Dallas, Hale, Perry, and Wilcox Counties, are described. Aquifers in the northern part of the study area are in Paleozoic limestones and dolomite formations. Deposits in the central part of the study area are predominately of Cretaceous age and contain the Coker, Gordo, and Eutaw aquifers. Although the southern part of the study area has many deposits of Tertiary age, the Ripley Formation of Cretaceous age is the major aquifer. Contamination of any of the major aquifers is improbable because the majority of the recharge area for the primary aquifers is woodland, pasture, or farmland. Downdip from their outcrops, the major aquifers in the study area are protected from land surface contamination by relatively impermeable layers of clay and chalk. The aquifers that are highly susceptible to contamination are the ones in the limestone and dolomite formations in northern Bibb County. Sinkholes exist in the recharge area of these formations and could provide a direct link for contaminates from the land surface to the water table. An area northeast of the Selma well field is also highly susceptible to contamination. The Eutaw Formation in this area is overlain by alluvial deposits that could increase recharge to the aquifer by slowing the runoff rate of surface water.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874109","usgsCitation":"Mooty, W., 1987, Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 7: U.S. Geological Survey Water-Resources Investigations Report 87-4109, Report: v, 28 p.; 1 Plate: 15.00 × 20.90 inches, https://doi.org/10.3133/wri874109.","productDescription":"Report: v, 28 p.; 1 Plate: 15.00 × 20.90 inches","costCenters":[],"links":[{"id":57630,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4109/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57629,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4109/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118916,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4109/report-thumb.jpg"},{"id":110240,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46776.htm","linkFileType":{"id":5,"text":"html"},"description":"46776"}],"country":"United States","state":"Alabama","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.7917,\n 31.8194\n ],\n [\n -86.7875,\n 31.8194\n ],\n [\n -86.7875,\n 33.2167\n ],\n [\n -87.7917,\n 33.2167\n ],\n [\n -87.7917,\n 31.8194\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c22","contributors":{"authors":[{"text":"Mooty, W. S.","contributorId":55837,"corporation":false,"usgs":true,"family":"Mooty","given":"W. S.","affiliations":[],"preferred":false,"id":200352,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2420,"text":"wsp2227 - 1987 - Water resources of the Zuni tribal lands, McKinley and Cibola Counties, New Mexico","interactions":[{"subject":{"id":10564,"text":"ofr821013 - 1983 - Water resources of the Zuni Tribal Lands, McKinley and Cibola counties, New Mexico","indexId":"ofr821013","publicationYear":"1983","noYear":false,"title":"Water resources of the Zuni Tribal Lands, McKinley and Cibola counties, New Mexico"},"predicate":"SUPERSEDED_BY","object":{"id":2420,"text":"wsp2227 - 1987 - Water resources of the Zuni tribal lands, McKinley and Cibola Counties, New Mexico","indexId":"wsp2227","publicationYear":"1987","noYear":false,"title":"Water resources of the Zuni tribal lands, McKinley and Cibola Counties, New Mexico"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp2227","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"2227","title":"Water resources of the Zuni tribal lands, McKinley and Cibola Counties, New Mexico","docAbstract":"An evaluation of the water resources of the Zuni tribal lands in west-central New Mexico was made to determine the yield, variability, and quality of water available to the Pueblo of Zuni. This study is needed to aid in orderly development of these resources. \r\n\r\nRocks of Permian to Quaternary age supply stock, irrigation, and domestic water to the Zuni Indians. The Glorieta Sandstone and San Andres Limestone (Glorieta-San Andres aquifer) of Permian age and sandstones in the Chinle Formation of Triassic age provide most of this water supply. \r\n\r\nWater in the Glorieta-San Andres aquifer is confined by minimal-permeability shales and is transmitted through the aquifer along interconnected solution channels and fractures. Water-level and water-quality information indicate greater hydraulic conductivities along the southern boundaries of Zuni tribal lands. \r\n\r\nWell yields from the Glorieta-San Andres aquifer are as much as 150 gallons per minute, and aquifer transmissivity ranges from 30 to 1,400 feet squared per day. Longterm, water-level declines of as much as 29 feet have been measured near pumping centers at Black Rock. Multiple-well aquifer tests are needed to further define aquifer properties (storage, transmissivity, and leakage from confining units) and the effects of well design on well yields. \r\n\r\nDissolved-solids concentrations in water from the aquifer range from 331 to 1,068 milligrams per liter. Calcium and sulfate are the predominant ions. Water in sandstones of the Chinle Formation is confined by adjacent shales and is transmitted along interconnected fractures. Well yields range from 5 to 125 gallons per minute, and aquifer transmissivity ranges from 40 to 1,400 feet squared per day. Water-level declines of as much as 27 feet have been measured near Zuni Village. Dissolved-solids concentrations in water from the aquifer range from 215 to 1,980 milligrams per liter. Sodium and bicarbonate are the predominant ions. \r\n\r\nOther sources of ground water are used primarily for livestock watering by means of windmills, with the exception of buried alluvial channel deposits along the Rio Pescado. These deposits provide domestic and irrigation water through springs and wells to Pescado and Black Rock. \r\n\r\nThe Bidahochi Formation of Miocene and Pliocene age could potentially provide an additional supply of water chemically suitable for most uses. Seismic-reflection techniques are being used to locate buried channels eroded in the rocks underlying the Bidahochi Formation. These buried channels may contain thicker sections of saturated sands and gravels that could be developed for stock and domestic use.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2227","usgsCitation":"Orr, B.R., 1987, Water resources of the Zuni tribal lands, McKinley and Cibola Counties, New Mexico: U.S. Geological Survey Water Supply Paper 2227, v, 76 p. :ill., maps ;28 cm.; 2 plates in pocket, https://doi.org/10.3133/wsp2227.","productDescription":"v, 76 p. :ill., maps ;28 cm.; 2 plates in pocket","costCenters":[],"links":[{"id":138934,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2227/report-thumb.jpg"},{"id":247208,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2227/plate-1.pdf","size":"2518","linkFileType":{"id":1,"text":"pdf"}},{"id":247209,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2227/plate-2.pdf","size":"2344","linkFileType":{"id":1,"text":"pdf"}},{"id":28429,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2227/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d2e4b07f02db547e89","contributors":{"authors":[{"text":"Orr, Brennon R.","contributorId":18747,"corporation":false,"usgs":true,"family":"Orr","given":"Brennon","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145170,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28727,"text":"wri874064 - 1987 - Appraisal of storm-water quality near Salem, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T08:17:07","indexId":"wri874064","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":"87-4064","title":"Appraisal of storm-water quality near Salem, Oregon","docAbstract":"Stormwater runoff for the period December 1979 to May 1981, at 13 sites (12 basins) in the vicinity of Salem, Oregon, was sampled and analyzed for water quality. Constituent concentrations for urban storm water were relatively small when compared to samples from Portland and Medford, Oregon and to samples from Denver, Colorado. The data indicated that levels of suspended sediment, ultimate CBOD (carbonaceous biochemical oxygen demand), and total lead increased with increased urbanization. Much of the suspended sediment and related turbidity result from transport of basin soils rather than from the wash-off of dry fallout solids from impervious areas. Because of small chemical concentrations and winter high flow and low temperature conditions in the Willamette River, Salem storm water probably has little effect on biological or on most chemical conditions in the Willamette River. An analysis of data from a stormwater detention pond (originally designed to reduce peak flows) indicated that the facility was about 47% efficient in reducing suspended sediment loads. The facility also reduced such sediment-related constituent loads as total lead and total phosphorus. Total Kjeldahl nitrogen and ultimate CBOD loads that are transported mostly in the dissolved phase were not measurably affected by the detention pond. Precipitation samples collected at one site for a year were found to be acidic, with a median pH of 4.6. Median total lead concentration was 8 micrograms/L (ug/L) in precipitation, whereas the median total lead concentration in runoff from the 12 basins ranged from 8 to 110 ug/L. The median dissolved ammonia concentration in precipitation was larger than the median dissolved ammonia concentration at all 13 sites. In contrast, the median total Kjeldahl nitrogen concentration in precipitation samples was about half the median for streamwater concentrations. Median ratios of sulfate to chloride and nitrate to chloride in precipitation were much higher than ratios expected for sea water, suggesting anthropogenic sources for sulfate and nitrate. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874064","usgsCitation":"Miller, T.L., 1987, Appraisal of storm-water quality near Salem, Oregon: U.S. Geological Survey Water-Resources Investigations Report 87-4064, iv, 29 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874064.","productDescription":"iv, 29 p. :ill., map ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":123368,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4064/report-thumb.jpg"},{"id":57554,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a388","contributors":{"authors":[{"text":"Miller, T. L.","contributorId":54557,"corporation":false,"usgs":true,"family":"Miller","given":"T.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200300,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":35010,"text":"b1566 - 1987 - Trace elements in magnetic concentrates from stream sediments in southwestern New Mexico: A potential tool for reconnaissance geochemical exploration in arid lands","interactions":[],"lastModifiedDate":"2022-12-13T20:33:39.645408","indexId":"b1566","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"1566","title":"Trace elements in magnetic concentrates from stream sediments in southwestern New Mexico: A potential tool for reconnaissance geochemical exploration in arid lands","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/b1566","usgsCitation":"Lovering, T., and Hedal, J.A., 1987, Trace elements in magnetic concentrates from stream sediments in southwestern New Mexico: A potential tool for reconnaissance geochemical exploration in arid lands: U.S. Geological Survey Bulletin 1566, iv, 31 p., https://doi.org/10.3133/b1566.","productDescription":"iv, 31 p.","costCenters":[],"links":[{"id":410398,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_21800.htm","linkFileType":{"id":5,"text":"html"}},{"id":62951,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1566/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":165570,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1566/report-thumb.jpg"}],"country":"United States","state":"New Mexico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -107.25,\n 33.5\n ],\n [\n -107.25,\n 32.5\n ],\n [\n -108.25,\n 32.5\n ],\n [\n -108.25,\n 33.5\n ],\n [\n -107.25,\n 33.5\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627e69","contributors":{"authors":[{"text":"Lovering, T.G.","contributorId":55014,"corporation":false,"usgs":true,"family":"Lovering","given":"T.G.","affiliations":[],"preferred":false,"id":213976,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hedal, J. A.","contributorId":20764,"corporation":false,"usgs":true,"family":"Hedal","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":213975,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28490,"text":"wri864191 - 1987 - Flooding of December 29, 1984 through January 2, 1985, in northern New York State, with flood profiles of the Black and Salmon rivers","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri864191","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":"86-4191","title":"Flooding of December 29, 1984 through January 2, 1985, in northern New York State, with flood profiles of the Black and Salmon rivers","docAbstract":"Precipitation, snowmelt, and resultant flooding throughout northern New York from December 28 through January 2, 1985, were investigated through a detailed analysis of 56 precipitation stations, 101 stage and/or discharge gaging stations, and 9 miscellaneous measurement sites. Flood damage to property and roads and bridges exceeded $5 million. Lewis and Oswego Counties were declared Federal disaster areas, primarily a result of flooding of the Black River and Salmon River. Storm-precipitation and runoff maps show the storms ' greatest intensity to have been over the Tug Hill and southwest Adirondack areas. Total rainfall from December 28 through January 2 was 6.90 inches at Stillwater Reservoir but only 0.69 inches at Lake Placid. New peak discharges of record occurred at 17 gaging stations throughout northern New York, and the maximum discharge at 17 sites had recurrence intervals equal to or greater than 100 years. Computed inflows to 11 major lakes and reservoirs in northern New York indicate that significant volumes of water (as much as 5 inches of storm runoff at Stillwater Reservoir) were stored during the storm-runoff period. Maximum 1-day flood volumes at two gaging stations on the Black River had recurrence intervals greater than 100 years. To help evaluate the extent of flooding, 67 floodmarks were obtained along a 94-mile reach of the Black River from Dexter to Forestport, and several floodmarks were surveyed within major communities along the Salmon River. The floodmarks were obtained primarily near major bridges and dams along these rivers. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864191","usgsCitation":"Lumia, R., Burke, P.M., and Johnston, W.H., 1987, Flooding of December 29, 1984 through January 2, 1985, in northern New York State, with flood profiles of the Black and Salmon rivers: U.S. Geological Survey Water-Resources Investigations Report 86-4191, v, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864191.","productDescription":"v, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124024,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4191/report-thumb.jpg"},{"id":57288,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4191/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4e6a","contributors":{"authors":[{"text":"Lumia, Richard rlumia@usgs.gov","contributorId":4579,"corporation":false,"usgs":true,"family":"Lumia","given":"Richard","email":"rlumia@usgs.gov","affiliations":[],"preferred":true,"id":199898,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burke, P. M.","contributorId":8478,"corporation":false,"usgs":true,"family":"Burke","given":"P.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199899,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnston, W. H.","contributorId":19960,"corporation":false,"usgs":true,"family":"Johnston","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":199900,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28475,"text":"wri874085 - 1987 - Effect of grid size on digital simulation of ground-water flow in the southern High Plains of Texas and New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri874085","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":"87-4085","title":"Effect of grid size on digital simulation of ground-water flow in the southern High Plains of Texas and New Mexico","docAbstract":"Three models of the aquifer in the southern High Plains were compared to determine the effect of grid size on simulated water levels. The first model, calibrated prior to this study, had 10-mi grid spacing. The mean difference between the simulated and measured pre-development water levels in this model was +0.28 ft with a standard deviation of 25.8 ft. The second model, calibrated during this study independently of the first model, had 5-mi grid spacing. The mean difference between the simulated and measured pre-development water levels was -0.01 ft with a standard deviation of 44.4 ft. For 1980 water levels, the mean difference was +8.22 ft with a standard deviation of 27.9 ft. The results from the first and second models were compared. The standard deviation of the differences in simulated water levels was 19.0 ft for the pre-development period and 21.8 ft for 1980. There appeared to be no hydrologic significance to the pattern of the differences. A third model, constructed by aggregating the data from the second model, had 10-mi grid spacing. The mean difference in simulated pre-development water levels between the second and third models was +0.86 ft with a standard deviation of 8.9 ft. For the 1980 water levels, the mean difference between the models was +0.39 ft with a standard deviation of 4.4 ft. The study found that the same hydrologic conclusions would have been reached had 5-mi grid spacing or 10-mi grid spacing been used. It was further concluded that the difference in simulated water levels between models with 5-mi grid spacing or 10-mi grid spacing was five to six times smaller than the differences between the simulated and measured water levels. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874085","usgsCitation":"Luckey, R.R., and Stephens, D., 1987, Effect of grid size on digital simulation of ground-water flow in the southern High Plains of Texas and New Mexico: U.S. Geological Survey Water-Resources Investigations Report 87-4085, iv, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874085.","productDescription":"iv, 31 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124292,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4085/report-thumb.jpg"},{"id":57275,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4085/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db62565e","contributors":{"authors":[{"text":"Luckey, R. R.","contributorId":93055,"corporation":false,"usgs":true,"family":"Luckey","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199869,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stephens, D.M.","contributorId":42970,"corporation":false,"usgs":true,"family":"Stephens","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":199868,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28457,"text":"wri824117 - 1987 - Hydrology of the White Tail Butte area, northern Campbell County, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri824117","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":"82-4117","title":"Hydrology of the White Tail Butte area, northern Campbell County, Wyoming","docAbstract":"Quantity of runoff and peak discharge from one small basin in the White Tail Butte area, determined from a calibrated rainfall-runoff model, is less than the quantity computed using results of a regional study. The difference is caused by the extensive beds of exposed, permeable clinker in the area. Potentiometric surfaces in the White Tail Butte area indicate that, regionally, it is a discharge area. This is consistent with the conceptual model developed elsewhere in Campbell County , Wyo. The chemical quality of water from springs and alluvium, however, is characteristic of water found in recharge areas, so movement of water in the regional system is apparently small compared to local recharge. If surface coal mining occurs in the area, the principal adverse impact to the groundwater system would be the destruction of springs and seeps in the mined area. These could be restored with special reclamation procedures. There are adequate quantities of water of suitable quality for stock or domestic use below the coal so postreclamation supplies could be obtained. Impacts of surface mining on runoff could not be evaluated, but sensitivity of runoff to infiltration indicates a 10% change in runoff for a 1% change in infiltration. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824117","usgsCitation":"Lowry, M., and Rankl, J., 1987, Hydrology of the White Tail Butte area, northern Campbell County, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-4117, v, 47 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824117.","productDescription":"v, 47 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118937,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4117/report-thumb.jpg"},{"id":57259,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4117/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e868","contributors":{"authors":[{"text":"Lowry, M.E.","contributorId":55807,"corporation":false,"usgs":true,"family":"Lowry","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":199830,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rankl, J.G.","contributorId":107733,"corporation":false,"usgs":true,"family":"Rankl","given":"J.G.","affiliations":[],"preferred":false,"id":199831,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3732,"text":"cir1009 - 1987 - Review of literature on the finite-element solution of the equations of two-dimensional surface-water flow in the horizontal plane","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir1009","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1009","title":"Review of literature on the finite-element solution of the equations of two-dimensional surface-water flow in the horizontal plane","docAbstract":"Published literature on the application of the finite-element method to solving the equations of two-dimensional surface-water flow in the horizontal plane is reviewed in this report. The finite-element method is ideally suited to modeling two-dimensional flow over complex topography with spatially variable resistance. A two-dimensional finite-element surface-water flow model with depth and vertically averaged velocity components as dependent variables allows the user great flexibility in defining geometric features such as the boundaries of a water body, channels, islands, dikes, and embankments. \r\n\r\nThe following topics are reviewed in this report: alternative formulations of the equations of two-dimensional surface-water flow in the horizontal plane; basic concepts of the finite-element method; discretization of the flow domain and representation of the dependent flow variables; treatment of boundary conditions; discretization of the time domain; methods for modeling bottom, surface, and lateral stresses; approaches to solving systems of nonlinear equations; techniques for solving systems of linear equations; finite-element alternatives to Galerkin's method of weighted residuals; techniques of model validation; and preparation of model input data. References are listed in the final chapter.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir1009","usgsCitation":"Lee, J.K., and Froehlich, D.C., 1987, Review of literature on the finite-element solution of the equations of two-dimensional surface-water flow in the horizontal plane: U.S. Geological Survey Circular 1009, vi, 61 p. :ill. ;28 cm., https://doi.org/10.3133/cir1009.","productDescription":"vi, 61 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124555,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/1009/report-thumb.jpg"},{"id":30793,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/1009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d0b","contributors":{"authors":[{"text":"Lee, Jonathan K.","contributorId":60186,"corporation":false,"usgs":true,"family":"Lee","given":"Jonathan","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":147499,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Froehlich, David C.","contributorId":58617,"corporation":false,"usgs":true,"family":"Froehlich","given":"David","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":147498,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3731,"text":"cir858C - 1987 - Preliminary Metallogenic Map of North America: A listing of deposits by commodity","interactions":[],"lastModifiedDate":"2019-12-20T06:50:54","indexId":"cir858C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"858","chapter":"C","title":"Preliminary Metallogenic Map of North America: A listing of deposits by commodity","docAbstract":"The 4,215 ore deposits shown on the Preliminary Metallogenic Map of North America and contained in the Metallogenic Map file have been sorted by their principal (first-listed) commodities and grouped into metallic and nonmetallic categories. Deposit listings for 56 individual metals and minerals have been assembled using the data base and are arranged alphabetically by country, political subdivision (for the larger countries), and deposit name. Map numbers, major and minor constituents, geographic coordinates, and a geologic code are given for each deposit; additionally, the relative size and deposit class have been derived from the code and are listed separately. \r\n\r\nThe frequencies of individual commodities and commodity groups by type, geographic distribution, and geologic occurrence are summarized in tables, and the relationships of associated commodities to principal commodities in the data base are emphasized in both tables and brief texts. \r\n\r\nIn all, 49 metals and minerals are listed as principal (first or only) commodities and 7 more are shown as 'major' but not principal commodities. (Commodities listed as 'minor' in the data base were not sorted or tabulated separately.) Metals, divided into six subgroups, predominate over nonmetallic minerals by a ratio of about 7 to 1, although in terms of quantities and value the disparity is not so great. Within the metals group, the ranking according to frequency is as follows: base, precious, iron and alloying, other (antimony, beryllium, and others), nuclear-fuel, and light metals. \r\n\r\nThe most frequently occurring commodity in the Metallogenic Map file is gold. Copper is ranked second, both in number of occurrences and as the principal commodity in deposits. Silver is ranked third in frequency of occurrence; lead and zinc are ranked fourth and fifth, respectively. Iron, ranked sixth in frequency of occurrence as a major commodity, is the third most reported principal commodity in the data base, ahead of silver (ranked fourth), lead (ranked fifth), and zinc (ranked sixth).","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/cir858C","issn":"03646017","usgsCitation":"Lee, M.P., Guild, P.W., and Schruben, P.G., 1987, Preliminary Metallogenic Map of North America: A listing of deposits by commodity: U.S. Geological Survey Circular 858, iv, 138 p., https://doi.org/10.3133/cir858C.","productDescription":"iv, 138 p.","costCenters":[],"links":[{"id":30792,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0858c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124663,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0858c/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c99a","contributors":{"authors":[{"text":"Lee, Michael P.","contributorId":81890,"corporation":false,"usgs":true,"family":"Lee","given":"Michael","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":147496,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Guild, Philip White","contributorId":94285,"corporation":false,"usgs":true,"family":"Guild","given":"Philip","email":"","middleInitial":"White","affiliations":[],"preferred":false,"id":147497,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schruben, Paul G.","contributorId":38974,"corporation":false,"usgs":true,"family":"Schruben","given":"Paul","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":147495,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28384,"text":"wri874104 - 1987 - Comparison of conceptually based and regression rainfall-runoff models, Denver Metropolitan area, Colorado, and potential applications in urban areas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri874104","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":"87-4104","title":"Comparison of conceptually based and regression rainfall-runoff models, Denver Metropolitan area, Colorado, and potential applications in urban areas","docAbstract":"Multievent, conceptually based models and a single-event, multiple linear-regression model for estimating storm-runoff quantity and quality from urban areas were calibrated and verified for four small (57 to 167 acres) basins in the Denver metropolitan area, Colorado. The basins represented different land-use types - light commercial, single-family housing, and multi-family housing. Both types of models were calibrated using the same data set for each basin. A comparison was made between the storm-runoff volume, peak flow, and storm-runoff loads of seven water quality constituents simulated by each of the models by use of identical verification data sets. The models studied were the U.S. Geological Survey 's Distributed Routing Rainfall-Runoff Model-Version II (DR3M-II) (a runoff-quantity model designed for urban areas), and a multievent urban runoff quality model (DR3M-QUAL). Water quality constituents modeled were chemical oxygen demand, total suspended solids, total nitrogen, total phosphorus, total lead, total manganese, and total zinc. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874104","usgsCitation":"Lindner-Lunsford, J.B., and Ellis, S.R., 1987, Comparison of conceptually based and regression rainfall-runoff models, Denver Metropolitan area, Colorado, and potential applications in urban areas: U.S. Geological Survey Water-Resources Investigations Report 87-4104, iv, 39 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874104.","productDescription":"iv, 39 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":122821,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4104/report-thumb.jpg"},{"id":57186,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae375","contributors":{"authors":[{"text":"Lindner-Lunsford, J. B.","contributorId":81938,"corporation":false,"usgs":true,"family":"Lindner-Lunsford","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199706,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ellis, S. R.","contributorId":103278,"corporation":false,"usgs":true,"family":"Ellis","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199707,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":14453,"text":"ofr8796 - 1987 - The rapids and waves of the Colorado River, Grand Canyon, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:07:06","indexId":"ofr8796","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":"87-96","title":"The rapids and waves of the Colorado River, Grand Canyon, Arizona","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8796","usgsCitation":"Kieffer, S.W., 1987, The rapids and waves of the Colorado River, Grand Canyon, Arizona: U.S. Geological Survey Open-File Report 87-96, 108 p. v. in various pagings :ill., maps ;28 cm., https://doi.org/10.3133/ofr8796.","productDescription":"108 p. v. in various pagings :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148854,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0096/report-thumb.jpg"},{"id":43131,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0096/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db641212","contributors":{"authors":[{"text":"Kieffer, S. W.","contributorId":19186,"corporation":false,"usgs":true,"family":"Kieffer","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":169483,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26605,"text":"wri864105 - 1987 - Water quality of Calero Reservoir, Santa Clara County, California, 1981-83","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri864105","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":"86-4105","title":"Water quality of Calero Reservoir, Santa Clara County, California, 1981-83","docAbstract":"Data were collected from December 1980 to September 1983 to describe water quality conditions of Calero Reservoir and the Almaden-Calero canal, Santa Clara County, California. Results show that water in Calero Reservoir and the canal generally met water quality criteria, as identified by the California Regional Water Quality Control Board San Francisco Bay Region, for municipal and domestic supply, water contact and non-contact recreation, warm water fish habitat, wildlife habitat, and fish spawning. Water temperature profiles show that Calero Reservoir can be classified as a warm monomictic reservoir. Water transparency profiles showed rapid attenuation of light with depth in the water column. The depth of the euphotic zone ranged from .5 m to 5.0 m. In winter and spring, light-extinction values generally were high throughout the water column; in summer and fall, values generally were high near the reservoir bottom. Dissolved oxygen concentrations were < 5.0 mg/L in about 22% of the measurements. Median pH values were 7.9 in the reservoir and 8.4 in the canal. Mean specific conductance values were 299 microsiemens/cm at 25 C in the reservoir and 326 in the canal. Calcium and magnesium were the dominant cations and bicarbonate the dominant anion in Calero Reservoir. Concentrations of total recoverable mercury in the bottom sediments in Calero Reservoir ranged from 0.06 to 0.85 mg/kg, but concentrations in the water column were was generally < 1 mg/L. Mean total nitrogen concentration in the Reservoir was 1.00 mg/L, much of it in dissolved form (mean concentration was 0.85 mg/L). Mean total organic nitrogen concentration in Calero Reservoir was 0.65 mg/L, and mean total nitrate concentration was 0.21 mg/L. Mean total phosphorus and dissolved orthophosphorous concentrations were 0.05 and 0.019 mg/L, respectively. Net primary productivity in the euphotic zone ranged from -2,000 to 10,000 mg of oxygen/sq m/day; the median value was 930. Carlson 's trophic-state index, calculated using water transparency, total phosphorus, and chlorophyll-a values, indicated that the reservoir was eutrophic. Fecal coliform bacteria concentrations were < 20 colonies/100 ml in the reservoir and < 200 colonies/100 ml in the canal. Fecal streptococcal bacteria concentrations were generally < 45 colonies/100 ml in the reservoir and up to 260 colonies/100 ml in the canal. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864105","usgsCitation":"Clifton, D., and Gloege, I., 1987, Water quality of Calero Reservoir, Santa Clara County, California, 1981-83: U.S. Geological Survey Water-Resources Investigations Report 86-4105, v, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864105.","productDescription":"v, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157662,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4105/report-thumb.jpg"},{"id":55470,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9c49","contributors":{"authors":[{"text":"Clifton, D.G.","contributorId":103292,"corporation":false,"usgs":true,"family":"Clifton","given":"D.G.","email":"","affiliations":[],"preferred":false,"id":196695,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gloege, I.S.","contributorId":15238,"corporation":false,"usgs":true,"family":"Gloege","given":"I.S.","email":"","affiliations":[],"preferred":false,"id":196694,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26598,"text":"wri874008 - 1987 - Floods in Kansas and techniques for estimating their magnitude and frequency on unregulated streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"wri874008","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":"87-4008","title":"Floods in Kansas and techniques for estimating their magnitude and frequency on unregulated streams","docAbstract":"Techniques are presented for generalizing the skewness coefficient of log-Pearson Type III distributions of annual maximum discharges and for flood magnitudes that have selected recurrence intervals from 2 to 100 yr. A weighted least-square (WLS) regression model was used to generalize the coefficients of station skewness that resulted in a root-mean-sq error of prediction of 0.35 compared to 0.55 for the skewness map published in Bulletin 17B of the U.S. Water Resources Council. Estimates of generalized skewness were computed for each of 245 streamflow gaging stations with a minimum of 10 years of record and a contributing drainage area of < 20,000 sq mi. The WLS regression model also was used to develop equations for estimating flood magnitude for selected recurrence intervals for ungaged stream locations by using data from 218 of the 245 streamflow gaging stations that had contributing-drainage areas of less than 10,000 sq mi. The errors of prediction of the most reliable WLS equations ranged from 28 to 42%. The WLS equations were compared statistically to previous developed equations and were determined to be different and more accurate than previously published equations. Flood magnitudes and frequencies for 245 streamflow gaging stations, based on data collected through the 1983 water year, are presented along with a summary of the seasonal distribution of annual maximum discharges and an analysis of the maximum observed discharges. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874008","usgsCitation":"Clement, R., 1987, Floods in Kansas and techniques for estimating their magnitude and frequency on unregulated streams: U.S. Geological Survey Water-Resources Investigations Report 87-4008, iv, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874008.","productDescription":"iv, 50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119005,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4008/report-thumb.jpg"},{"id":55464,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4008/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48ade4b07f02db52d5a2","contributors":{"authors":[{"text":"Clement, R.W.","contributorId":11247,"corporation":false,"usgs":true,"family":"Clement","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":196684,"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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