No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2344","usgsCitation":"German, E.R., 1989, Quantity and quality of stormwater runoff recharged to the Floridan aquifer system through two drainage wells in the Orlando, Florida, area: U.S. Geological Survey Water Supply Paper 2344, iv, 51 p., https://doi.org/10.3133/wsp2344.","productDescription":"iv, 51 p.","costCenters":[],"links":[{"id":406884,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25411.htm","linkFileType":{"id":5,"text":"html"}},{"id":26738,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2344/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138218,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2344/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Orlando","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.5350341796875,\n 28.44454394857482\n ],\n [\n -81.31805419921875,\n 28.44454394857482\n ],\n [\n -81.31805419921875,\n 28.6785401085332\n ],\n [\n -81.5350341796875,\n 28.6785401085332\n ],\n [\n -81.5350341796875,\n 28.44454394857482\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a0b3","contributors":{"authors":[{"text":"German, E. R.","contributorId":86315,"corporation":false,"usgs":true,"family":"German","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143939,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14982,"text":"ofr89553A - 1989 - A telemetry-based data-acquisition system; Part I, The remote data-acquisition transmitter","interactions":[],"lastModifiedDate":"2012-02-02T00:07:00","indexId":"ofr89553A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-553","chapter":"A","title":"A telemetry-based data-acquisition system; Part I, The remote data-acquisition transmitter","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89553A","usgsCitation":"Miller, G., 1989, A telemetry-based data-acquisition system; Part I, The remote data-acquisition transmitter: U.S. Geological Survey Open-File Report 89-553, ii, 172 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89553A.","productDescription":"ii, 172 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":148244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0553a/report-thumb.jpg"},{"id":43792,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0553a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a5b68","contributors":{"authors":[{"text":"Miller, G.K.","contributorId":43793,"corporation":false,"usgs":true,"family":"Miller","given":"G.K.","email":"","affiliations":[],"preferred":false,"id":170364,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14983,"text":"ofr89553B - 1989 - A telemetry-based data-acquisition system; Part 2, the data-acquisition reciever","interactions":[],"lastModifiedDate":"2012-02-02T00:07:00","indexId":"ofr89553B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-553","chapter":"B","title":"A telemetry-based data-acquisition system; Part 2, the data-acquisition reciever","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89553B","usgsCitation":"Miller, G., 1989, A telemetry-based data-acquisition system; Part 2, the data-acquisition reciever: U.S. Geological Survey Open-File Report 89-553, i, 90 leaves ;28 cm., https://doi.org/10.3133/ofr89553B.","productDescription":"i, 90 leaves ;28 cm.","costCenters":[],"links":[{"id":148245,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0553b/report-thumb.jpg"},{"id":43793,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0553b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a5b60","contributors":{"authors":[{"text":"Miller, G.K.","contributorId":43793,"corporation":false,"usgs":true,"family":"Miller","given":"G.K.","email":"","affiliations":[],"preferred":false,"id":170365,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2398,"text":"wsp2326A - 1989 - Sand waves, bars, and wind-blown sands of the Rio Orinoco, Venezuela and Colombia","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp2326A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2326","chapter":"A","title":"Sand waves, bars, and wind-blown sands of the Rio Orinoco, Venezuela and Colombia","docAbstract":"During March 1982, a reconnaissance study was carried out along a reach of the Rio Orinoco between Puerto Ayacucho and Ciudad Bolivar. This was the low-flow season. Samples of bed material and suspended sediments were collected, sonic records of the bed were obtained at several locations, and the exposed bars and sand waves were studied at four locations. Sounding records were obtained at two of these locations during June and November when flow covered the bars, and additional studies were made on the ground at some of these same sites during March 1983. The bed of the river is mostly sand with small quantities, about 5 percent by weight on average, of gravel. Suspended- sediment concentrations were low, ranging between 20 milligrams per liter above Rio Apure to almost 40 milligrams per liter below its confluence with the Rio Orinoco. The annual sediment load is estimated to be 240x10 6 megagrams per year. \r\n\r\nDuring the dry season, 35 percent or more of the bed is exposed in the form of large bars composed of many sand waves. Trade winds blow upriver and there is substantial upriver transport of river sediments by the wind. If the bars contain very coarse sands and fine gravel, deflation forms a lag deposit that armors the bar surface and prevents further erosion. Theoretical calculations show that the lower limit for the fraction of the bed that needs to be covered with nonmoving particles to prevent further erosion and the smallest size of the armor particles depend only on wind speed.\r\n\r\nCalculations of bed-material transport were made for a typical wide and narrow section of the river; the annual load, excluding the wash load, is about 30 x 10 6 megagrams per year. A new definition for wash load is proposed; it is material that can be suspended as soon as its motion is initiated. For the Rio Orinoco, this is material finer than 0.1 millimeters.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2326A","usgsCitation":"Nordin, C.F., and Perez-Hernandez, D., 1989, Sand waves, bars, and wind-blown sands of the Rio Orinoco, Venezuela and Colombia: U.S. Geological Survey Water Supply Paper 2326, xii, 74 p. :ill. (1 col.) ;28 cm., https://doi.org/10.3133/wsp2326A.","productDescription":"xii, 74 p. :ill. (1 col.) ;28 cm.","costCenters":[],"links":[{"id":138959,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2326a/report-thumb.jpg"},{"id":28376,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2326a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aade4b07f02db66b315","contributors":{"authors":[{"text":"Nordin, Carl F.","contributorId":68297,"corporation":false,"usgs":true,"family":"Nordin","given":"Carl","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":145134,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Perez-Hernandez, David","contributorId":101647,"corporation":false,"usgs":true,"family":"Perez-Hernandez","given":"David","email":"","affiliations":[],"preferred":false,"id":145135,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25494,"text":"wri894146 - 1989 - Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:14","indexId":"wri894146","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4146","title":"Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho","docAbstract":"Water from four wells completed in the Snake River Plain aquifer was sampled as part of the U.S. Geological Survey 's quality assurance program to evaluate the effect of filtration and preservation methods on strontium-90 concentrations in groundwater at the Idaho National Engineering Laboratory. Water from each well was filtered through either a 0.45-micrometer membrane or a 0.1-micrometer membrane filter; unfiltered samples also were collected. Two sets of filtered and two sets of unfiltered samples was preserved in the field with reagent-grade hydrochloric acid and the other set of samples was not acidified. For water from wells with strontium-90 concentrations at or above the reporting level, 94% or more of the strontium-90 is in true solution or in colloidal particles smaller than 0.1 micrometer. These results suggest that within-laboratory reproducibility for strontium-90 in groundwater at the INEL is not significantly affected by changes in filtration and preservation methods used for sample collections. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894146","usgsCitation":"Cecil, L., Knobel, L., Wegner, S., and Moore, L., 1989, Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 89-4146, iv, 24 p. :ill. ;28 cm., https://doi.org/10.3133/wri894146.","productDescription":"iv, 24 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4146/report-thumb.jpg"},{"id":54216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faddd","contributors":{"authors":[{"text":"Cecil, L.D.","contributorId":62616,"corporation":false,"usgs":true,"family":"Cecil","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":193923,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knobel, L.L.","contributorId":83115,"corporation":false,"usgs":true,"family":"Knobel","given":"L.L.","affiliations":[],"preferred":false,"id":193924,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wegner, S.J.","contributorId":36950,"corporation":false,"usgs":true,"family":"Wegner","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":193922,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Moore, L.L.","contributorId":108145,"corporation":false,"usgs":true,"family":"Moore","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":193925,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":55702,"text":"wdrMO881 - 1989 - Water resources data, Missouri, water year 1988","interactions":[],"lastModifiedDate":"2019-11-22T14:18:47","indexId":"wdrMO881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"MO-88-1","title":"Water resources data, Missouri, water year 1988","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrMO881","usgsCitation":"Waite, L., Davis, J.V., Reed, H., Hatten, D., and Perkins, T., 1989, Water resources data, Missouri, water year 1988: U.S. Geological Survey Water Data Report MO-88-1, x, 290 p., https://doi.org/10.3133/wdrMO881.","productDescription":"x, 290 p.","costCenters":[],"links":[{"id":369476,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/mo-88-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":180747,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/mo-88-1/report-thumb.jpg"}],"country":"United States","state":"Missouri","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.7568359375,\n 35.94243575255426\n ],\n [\n -89.14306640625,\n 35.94243575255426\n ],\n [\n -89.14306640625,\n 40.56389453066509\n ],\n [\n -95.7568359375,\n 40.56389453066509\n ],\n [\n -95.7568359375,\n 35.94243575255426\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f1119","contributors":{"authors":[{"text":"Waite, L.A.","contributorId":40995,"corporation":false,"usgs":true,"family":"Waite","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":254060,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, Jerri V. jdavis@usgs.gov","contributorId":99149,"corporation":false,"usgs":true,"family":"Davis","given":"Jerri","email":"jdavis@usgs.gov","middleInitial":"V.","affiliations":[],"preferred":false,"id":254062,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reed, H.L.","contributorId":14886,"corporation":false,"usgs":true,"family":"Reed","given":"H.L.","email":"","affiliations":[],"preferred":false,"id":254058,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hatten, D.O.","contributorId":29057,"corporation":false,"usgs":true,"family":"Hatten","given":"D.O.","email":"","affiliations":[],"preferred":false,"id":254059,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Perkins, T.J.","contributorId":76815,"corporation":false,"usgs":true,"family":"Perkins","given":"T.J.","email":"","affiliations":[],"preferred":false,"id":254061,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":25934,"text":"wri894065 - 1989 - Stratigraphy of the unsaturated zone at the radioactive waste management complex, Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri894065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4065","title":"Stratigraphy of the unsaturated zone at the radioactive waste management complex, Idaho National Engineering Laboratory, Idaho","docAbstract":"A complex sequence of layered basalt flows, cinders, and sediment underlies the Radioactive Waste Management Complex at the Idaho National Engineering Laboratory in southeastern Idaho. Wells drilled to 700 ft penetrate a sequence of 10 basalt-flow groups and 7 major sedimentary interbeds that range in age from about 100,000 to 600,000 years old. The 10 flow groups consist of 22 separate lava flows and flow-units. Each flow group is made up of from one to five petrographically similar flows that erupted from common source areas during periods of less than 200 years. Sedimentary interbeds consist of fluvial, lacustrine, and wind-blown deposits of clay, silt, sand, and gravel that accumulated during periods of volcanic inactivity ranging from thousands to hundreds of thousands of years. Flows and sediment are unsaturated to a depth of about 600 ft. Flows and sediment below a depth of 600 ft are saturated and make up the uppermost part of the Snake River Plain aquifer. The areal extent of flow groups and interbeds was determined from well cuttings, cores, geophysical logs, potassium-argon ages, and geomagnetic properties. Stratigraphical control was provided by four sequential basalt flows near the base of the unsaturated zone that have reversed geomagnetic polarity and high emission of natural gamma radiation compared to other flows. Natural gamma logs were used as a primary correlation tool. Natural-gamma emissions, which are generally uniform in related, petrographically similar flows, increase or decrease between petrographically dissimilar flows of different age and source. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies of this report can be purchased from Books and Open-File Reports Section,","doi":"10.3133/wri894065","usgsCitation":"Anderson, S.R., and Lewis, B.D., 1989, Stratigraphy of the unsaturated zone at the radioactive waste management complex, Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 89-4065, v, 54 p. :ill ;28 cm., https://doi.org/10.3133/wri894065.","productDescription":"v, 54 p. :ill ;28 cm.","costCenters":[],"links":[{"id":158056,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4065/report-thumb.jpg"},{"id":54691,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5492","contributors":{"authors":[{"text":"Anderson, S. R.","contributorId":93518,"corporation":false,"usgs":true,"family":"Anderson","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195508,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, B. D.","contributorId":85965,"corporation":false,"usgs":true,"family":"Lewis","given":"B.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":195507,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25486,"text":"wri874194 - 1989 - Estimation of flood-frequency characteristics and the effects of urbanization for streams in the Philadelphia, Pennsylvania area","interactions":[],"lastModifiedDate":"2017-07-06T10:16:20","indexId":"wri874194","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"87-4194","title":"Estimation of flood-frequency characteristics and the effects of urbanization for streams in the Philadelphia, Pennsylvania area","docAbstract":"This report provides a method for estimating the magnitude and frequency of floods for small streams in the Philadelphia, Pennsylvania area. Data collected at 21 streamflow gaging stations were used in a multiple-regression analysis to develop equations for computation of peak-flow characteristics. The flood equations were determined by relating flood-frequency characteristics computed using observed flow data from 13 stations and synthetically derived flow data from 8 stations to measurable basin characteristics. Significant characteristics in the equations are drainage area and impervious cover. Standard errors of estimate for the regression equations ranged from 38 to 43 percent. The equations can be used to determine peak-flow characteristics and to estimate the effect of urbanization on small streams with drainage areas from 1.1 to 64 square miles. The analyses indicate that increasing impervious area can significaantly increase peak flows. Examples are given for computing flood frequency for a site on an ungaged stream for an ungaged site on a gaged stream.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874194","usgsCitation":"Bailey, J., Thomas, W., Wetzel, K.L., and Ross, T., 1989, Estimation of flood-frequency characteristics and the effects of urbanization for streams in the Philadelphia, Pennsylvania area: U.S. Geological Survey Water-Resources Investigations Report 87-4194, v, 71 p., https://doi.org/10.3133/wri874194.","productDescription":"v, 71 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":121108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4194/report-thumb.jpg"},{"id":54208,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4194/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb4d2","contributors":{"authors":[{"text":"Bailey, J.F.","contributorId":57889,"corporation":false,"usgs":true,"family":"Bailey","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":193890,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thomas, W.O. Jr.","contributorId":32133,"corporation":false,"usgs":true,"family":"Thomas","given":"W.O.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":193889,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wetzel, K. L.","contributorId":14418,"corporation":false,"usgs":true,"family":"Wetzel","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":193888,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ross, T.J.","contributorId":82736,"corporation":false,"usgs":true,"family":"Ross","given":"T.J.","email":"","affiliations":[],"preferred":false,"id":193891,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25725,"text":"wri894061 - 1989 - Proceedings of the Advanced Seminar on one-dimensional, open-channel Flow and transport modeling","interactions":[],"lastModifiedDate":"2016-10-13T11:22:20","indexId":"wri894061","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4061","title":"Proceedings of the Advanced Seminar on one-dimensional, open-channel Flow and transport modeling","docAbstract":"In view of the increased use of mathematical/numerical simulation models, of the diversity of both model investigations and informational project objectives, and of the technical demands of complex model applications by U.S. Geological Survey personnel, an advanced seminar on one-dimensional open-channel flow and transport modeling was organized and held on June 15-18, 1987, at the National Space Technology Laboratory, Bay St. Louis, Mississippi. Principal emphasis in the Seminar was on one-dimensional flow and transport model-implementation techniques, operational practices, and application considerations. The purposes of the Seminar were to provide a forum for the exchange of information, knowledge, and experience among model users, as well as to identify immediate and future needs with respect to model development and enhancement, user support, training requirements, and technology transfer. The Seminar program consisted of a mix of topical and project presentations by Geological Survey personnel. This report is a compilation of short papers that summarize the presentations made at the Seminar.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri894061","usgsCitation":"1989, Proceedings of the Advanced Seminar on one-dimensional, open-channel Flow and transport modeling: U.S. Geological Survey Water-Resources Investigations Report 89-4061, v, 99 p., https://doi.org/10.3133/wri894061.","productDescription":"v, 99 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":157111,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4061/report-thumb.jpg"},{"id":54488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4061/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a298","contributors":{"compilers":[{"text":"Schaffranek, Raymond W.","contributorId":86314,"corporation":false,"usgs":true,"family":"Schaffranek","given":"Raymond","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":650818,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":2611,"text":"wsp2302 - 1989 - Alluvial and bedrock aquifers of the Denver Basin — Eastern Colorado's dual ground-water resource","interactions":[],"lastModifiedDate":"2022-01-21T19:56:55.233074","indexId":"wsp2302","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2302","title":"Alluvial and bedrock aquifers of the Denver Basin — Eastern Colorado's dual ground-water resource","docAbstract":"Large volumes of ground water are contained in alluvial and bedrock aquifers in the semiarid Denver basin of eastern Colorado. The bedrock aquifer, for example, contains 1.2 times as much water as Lake Erie of the Great Lakes, yet it supplies only about 9 percent of the ground water used in the basin. Although this seems to indicate underutilization of this valuable water supply, this is not necessarily the case, for many factors other than the volume of water in the aquifer affect the use of the aquifer. Such factors as climatic conditions, precipitation runoff, geology and water-yielding character of the aquifers, water-level conditions, volume of recharge and discharge, legal and economic constraints, and water-quality conditions can ultimately affect the decision to use ground water. Knowledge of the function and interaction of the various parts of this hydrologic system is important to the proper management and use of the ground-water resources of the region. \r\n\r\nThe semiarid climatic conditions on the Colorado plains produce flash floods of short duration and large peak-flow rates. However, snowmelt runoff from the Rocky Mountains produces the largest volumes of water and is typically of longer duration with smaller peak-flow rates. The alluvial aquifer is recharged easily from both types of runoff and readily stores and transmits the water because it consists of relatively thin deposits of gravel, sand, and clay located in the valleys of principal streams. The bedrock aquifer is recharged less easily because of its greater thickness (as much as 3,000 feet) and prevalent layers of shale which retard the downward movement of water in the formations. \r\n\r\nAlthough the bedrock aquifer contains more than 50 times as much water in storage as the alluvial aquifer, it does not store and transmit water as readily as the alluvial aquifer. For example, about 91 percent of the water pumped from wells is obtained from the alluvial aquifer, yet water-level declines generally have not exceeded 40 feet. By contrast, only 9 percent of the water pumped from wells is obtained from the bedrock aquifer, yet water-level declines in this aquifer have exceeded 500 feet in some areas. \r\n\r\nDepth to water in the alluvial aquifer generally is less than 40 feet, while depth to water in the bedrock aquifer may exceed 1,000 feet in some areas. Cost of pumping water to the surface and cost of maintaining existing supplies in areas of rapidly declining water levels in the bedrock aquifer affect water use. Water use is also affected by the generally poorer quality water found in the alluvial aquifer and, to a lesser extent, by the greater susceptibility of the alluvial aquifer to pollution from surface sources. \r\n\r\nBecause of these factors, the alluvial aquifer is used primarily as a source of irrigation supply, which is the largest water use in the area. The bedrock aquifer is used primarily as a source of domestic or municipal supply, which is the smaller of the two principal uses, even though the bedrock aquifer contains 50 times more stored ground water than the alluvial aquifer.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2302","usgsCitation":"Robson, S.G., 1989, Alluvial and bedrock aquifers of the Denver Basin — Eastern Colorado's dual ground-water resource: U.S. Geological Survey Water Supply Paper 2302, x, 40 p., https://doi.org/10.3133/wsp2302.","productDescription":"x, 40 p.","costCenters":[],"links":[{"id":394685,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25269.htm"},{"id":28898,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2302/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2302/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Denver Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.2870,\n 38.678\n ],\n [\n -103.7,\n 38.678\n ],\n [\n -103.7,\n 40.4360\n ],\n [\n -105.2870,\n 40.4360\n ],\n [\n -105.2870,\n 38.678\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db68763b","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145492,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2753,"text":"wsp2343 - 1989 - Evaluation of nonpotable ground water in the desert area of southeastern California for powerplant cooling","interactions":[],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2343","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2343","title":"Evaluation of nonpotable ground water in the desert area of southeastern California for powerplant cooling","docAbstract":"Powerplant siting is dependent upon many factors; in southern California the prevailing physical constraint is water availability. Increasing land-use and other environmental concerns preclude further sites along the coast. A review of available hydrologic data was made of 142 ground-water basins in the southeast California desert area to ascertain if any could be feasible sources of nonpotable powerplant cooling water. Feasibility implies the capacity to sustain a typical 1,000-megawatt electrical-power generating plant for 30 years with an ample supply of ground water for cooling. \r\n\r\nOf the 142 basins reviewed, 5 met or exceeded established hydrologic criteria for supplying the water demands of a typical powerplant. These basins are: (1) middle Amargosa valley, (2) Soda Lake valley, (3) Caves Canyon valley, (4) Chuckwalla Valley, and (5) Calzona-Vidal Valley. Geohydrologic evaluations of these five basins assessed the occurrence and suitability of ground water and effects of long-term pumping. An additional six basins met or exceeded hydrologic criteria, with qualifications, for providing powerplant cooling water. The remaining 131 basins either did not meet the criteria, or available data were insufficient to determine if the basins would meet the criteria.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2343","usgsCitation":"Steinemann, A.C., 1989, Evaluation of nonpotable ground water in the desert area of southeastern California for powerplant cooling: U.S. Geological Survey Water Supply Paper 2343, iv, 44 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2343.","productDescription":"iv, 44 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":137814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2343/report-thumb.jpg"},{"id":29179,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2343/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fac8d","contributors":{"authors":[{"text":"Steinemann, Anne C.","contributorId":76718,"corporation":false,"usgs":true,"family":"Steinemann","given":"Anne","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145719,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25130,"text":"cir930H - 1989 - International strategic minerals inventory summary report; natural graphite","interactions":[],"lastModifiedDate":"2012-02-02T00:08:16","indexId":"cir930H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"930","chapter":"H","title":"International strategic minerals inventory summary report; natural graphite","docAbstract":"Natural graphite is a crystalline mineral of pure carbon which normally occurs in the form of platelet-shaped crystals. It has important properties, such as chemical inertness, low thermal expansion, and lubricity, that make it almost irreplaceable for certain uses such as refractories and steelmaking. Graphite ore types are crystalline (flake and lump} or 'amorphous' (cryptocrystalline}. Refractory applications use the largest total amount of natural graphite, while the most important use of crystalline graphite is in crucibles for handling molten metals. All graphite deposits being mined today are found in the following metamorphic environments: (1) contact metamorphosed coal generally is a source of amorphous graphite; (2)disseminated crystalline flake graphite comes from syngenetic metasediments; and (3) crystalline lump graphite is found in epigenetic veins in high-grade metamorphic regions. Graphite may also occur as a trace mineral in ultrabasic rocks and pegmatites, but these are economically insignificant. The world's identified economically exploitable resources of crystalline graphite in major deposits are estimated to be about 9.7 million metric tons of concentrate. In-place resources of amorphous graphite are about 11.5 million metric tons. Of these, less than 2 percent of the crystalline ore and less than 1 percent of the amorphous ore are in western industrial countries. World mining production of natural graphite rose from 347,000 metric tons in 1973 to 659,000 metric tons in 1986, while the proportion produced by central economy countries increased from about 50 percent for the period from 1973 to 1978 to more than 64 percent in 1979 to 1986. It is estimated that crystalline flake graphite accounts for at least 180,000 metric tons of total annual world mining production of natural graphite, and amorphous graphite makes up the rest.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir930H","usgsCitation":"Krauss, U., Schmidt, H., Taylor, H., and Sutphin, D.M., 1989, International strategic minerals inventory summary report; natural graphite: U.S. Geological Survey Circular 930, v. :ill. ;26 cm.; 29 p., https://doi.org/10.3133/cir930H.","productDescription":"v. :ill. ;26 cm.; 29 p.","costCenters":[],"links":[{"id":124484,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1989/0930h/report-thumb.jpg"},{"id":54110,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1989/0930h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cde4b07f02db544d63","contributors":{"authors":[{"text":"Krauss, U.H.","contributorId":47404,"corporation":false,"usgs":true,"family":"Krauss","given":"U.H.","email":"","affiliations":[],"preferred":false,"id":193269,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schmidt, H.W.","contributorId":103710,"corporation":false,"usgs":true,"family":"Schmidt","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":193271,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Taylor, H.A. Jr.","contributorId":100024,"corporation":false,"usgs":true,"family":"Taylor","given":"H.A.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":193270,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sutphin, D. M.","contributorId":27424,"corporation":false,"usgs":true,"family":"Sutphin","given":"D.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":193268,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":49095,"text":"ofr89306D - 1989 - QDF database system, version 1.0 : reflectance of ore minerals; a search-and-match identification system for IBM and compatible microcomputers using the IMA/COM quantitative data file for ore minerals, second issue, Part D - Executable QDF program disk (parallel port plotter)","interactions":[],"lastModifiedDate":"2013-02-15T08:41:37","indexId":"ofr89306D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-306","chapter":"D","title":"QDF database system, version 1.0 : reflectance of ore minerals; a search-and-match identification system for IBM and compatible microcomputers using the IMA/COM quantitative data file for ore minerals, second issue, Part D - Executable QDF program disk (parallel port plotter)","language":"ENGLISH","doi":"10.3133/ofr89306D","collaboration":"The USGS does not support this software or technical questions for the software associated with the publication.","usgsCitation":"Gerlitz, C.N., Leonard, B.F., and Criddle, A., 1989, QDF database system, version 1.0 : reflectance of ore minerals; a search-and-match identification system for IBM and compatible microcomputers using the IMA/COM quantitative data file for ore minerals, second issue, Part D - Executable QDF program disk (parallel port plotter): U.S. Geological Survey Open-File Report 89-306, One 5 1/4 inch diskette, https://doi.org/10.3133/ofr89306D.","productDescription":"One 5 1/4 inch diskette","costCenters":[],"links":[{"id":169489,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":267506,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/of/1989/0306d/application.zip"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a126","contributors":{"authors":[{"text":"Gerlitz, Carol N.","contributorId":65128,"corporation":false,"usgs":true,"family":"Gerlitz","given":"Carol","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":239025,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Leonard, B. F.","contributorId":32911,"corporation":false,"usgs":true,"family":"Leonard","given":"B.","middleInitial":"F.","affiliations":[],"preferred":false,"id":239023,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Criddle, A.J.","contributorId":42279,"corporation":false,"usgs":true,"family":"Criddle","given":"A.J.","email":"","affiliations":[],"preferred":false,"id":239024,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":17869,"text":"ofr89621 - 1989 - Water-resources activities of the U.S. Geological Survey in Missouri, fiscal year 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:07:20","indexId":"ofr89621","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-621","title":"Water-resources activities of the U.S. Geological Survey in Missouri, fiscal year 1989","docAbstract":"Water resources activities of the U.S. Geological Survey in Missouri consist of collecting hydrologic data and making interpretive studies. Hydrologic studies in Missouri are made through three basic types of projects: hydrologic data collection programs; local or areal hydrologic investigations; and statewide or regional studies. These projects are funded through cooperative joint-funding agreements with State and local agencies, transfer of funds from other Federal agencies, and direct Federal funds. The data and the results of the investigations are published or released by either the U.S. Geological Survey or by cooperating agencies. The report describes the hydrologic data collection programs and local or areal hydrologic investigations in Missouri for fiscal year 1989 and provides a list of selected water resources references for Missouri. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89621","usgsCitation":"Jenkins, K.L., 1989, Water-resources activities of the U.S. Geological Survey in Missouri, fiscal year 1989: U.S. Geological Survey Open-File Report 89-621, x, 54 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89621.","productDescription":"x, 54 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":150042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0621/report-thumb.jpg"},{"id":47107,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0621/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9ea8","contributors":{"authors":[{"text":"Jenkins, K. L. 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S.","contributorId":41424,"corporation":false,"usgs":true,"family":"Davis","given":"A.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":174496,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Clague, D.A.","contributorId":36129,"corporation":false,"usgs":true,"family":"Clague","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":174495,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Friesen, W.B.","contributorId":75532,"corporation":false,"usgs":true,"family":"Friesen","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":174498,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hein, J.R. 0000-0002-5321-899X","orcid":"https://orcid.org/0000-0002-5321-899X","contributorId":61429,"corporation":false,"usgs":true,"family":"Hein","given":"J.R.","affiliations":[],"preferred":false,"id":174497,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":38300,"text":"ofr89300D - 1989 - Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:09:49","indexId":"ofr89300D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-300","chapter":"D","title":"Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska","language":"ENGLISH","doi":"10.3133/ofr89300D","usgsCitation":"Townshend, J.B., O’Connell, R.V., and Varner, C.A., 1989, Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: U.S. Geological Survey Open-File Report 89-300, 19 p. ill. ;28 cm., https://doi.org/10.3133/ofr89300D.","productDescription":"19 p. ill. ;28 cm.","costCenters":[],"links":[{"id":164775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0300d/report-thumb.jpg"},{"id":64672,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0300d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db673e43","contributors":{"authors":[{"text":"Townshend, John B.","contributorId":70383,"corporation":false,"usgs":true,"family":"Townshend","given":"John","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":219562,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"O’Connell, R. 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Primary activities include the systematic collection, analysis, and interpretation of hydrologic data, evaluation of water demands, and water resources research. Hydrologic investigations are conducted through four types of studies: (1) data collection programs; (2) statewide or regional investigations; (3) local or area investigations; and (4) research. These studies are funded through cooperative agreements with State and local agencies, transfer of funds from other agencies, and direct Federal funds. Thirty-six water related studies were ongoing during fiscal years 1987 and 1988 in Kansas. This report describes for each study the problem that initiated the study, the objectives of the study, the approach designed to achieve the objectives, and significant milestones and publications that resulted during fiscal years 1987 and 1988. Information on more than 2,100 data collection stations in Kansas is presented in maps and tables. 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