{"pageNumber":"1313","pageRowStart":"32800","pageSize":"25","recordCount":46734,"records":[{"id":29769,"text":"wri954230 - 1995 - Application of acoustic velocity meters for gaging discharge of three low-velocity tidal streams in the St. Johns River basin, northeast Florida","interactions":[],"lastModifiedDate":"2022-05-20T19:46:13.933494","indexId":"wri954230","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"95-4230","title":"Application of acoustic velocity meters for gaging discharge of three low-velocity tidal streams in the St. Johns River basin, northeast Florida","docAbstract":"Index-velocity data collected with acoustic velocity meters, stage data, and cross-sectional area data were used to calculate discharge at three low-velocity, tidal streamflow stations in north-east Florida. Discharge at three streamflow stations was computed as the product of the channel cross-sectional area and the mean velocity as determined from an index velocity measured in the stream using an acoustic velocity meter. The tidal streamlflow stations  used in the study were: Six Mile Creek near Picolata, Fla.; Dunns Creek near Satsuma, Fla.; and the St. Johns River at Buffalo Bluff. Cross-sectional areas at the measurement sections ranged from about 3,000 square feet at Six Mile Creek to about 18,500 square feet at St. Johns River at Buffalo Bluff. Physical characteristics for all three streams were similar except for drainage area. The topography primarily is low-relief, swampy terrain; stream velocities ranged from about -2 to 2 feet per second; and the average change in stage was about 1 foot. Instantaneous discharge was measured using a portable acoustic current meter at each of the three streams to develop a relation between the mean velocity in the stream and the index velocity measured by the acoustic velocity meter. Using least-squares linear regression, a simple linear relation between mean velocity and index velocity was determined. Index velocity was the only significant linear predictor of mean velocity for Six Mile Creek and St. Johns River at Buffalo Bluff. For Dunns Creek, both index velocity and stage were used to develop a multiple-linear predictor of mean velocity. Stage-area curves for each stream were developed from bathymetric data. Instantaneous discharge was computed by multiplying results of relations developed for cross-sectional area and mean velocity. Principal sources of error in the estimated discharge are identified as: (1) instrument errors associated with measurement of stage and index velocity, (2) errors in the representation of mean daily stage and index velocity due to natural variability over time and space, and (3) errors in cross-sectional area and mean-velocity ratings based on stage and index velocity. Standard errors for instantaneous discharge for the median cross-sectional area for Six Mile Creek, Dunns Creek, and St. Johns River at Buffalo Bluff were 94,360, and 1,980 cubic feet per second, respectively. Standard errors for mean daily discharge for the median cross-sectional area for Six Mile Creek, Dunns Creek, and St. Johns River at Buffalo Bluff were 25, 65, and 455 cubic feet per second, respectively. Mean daily discharge at the three sites ranged from about -500 to 1,500 cubic feet per second at Six Mile Creek and Dunns Creek and from about -500 to 15,000 cubic feet per second on the St. Johns River at Buffalo Bluff. For periods of high discharge, the AVM index-velocity method tended to produce estimates accurate with 2 to 6 percent. For periods of moderate discharge, errors in discharge may increase to more than 50 percent. At low flows, errors as a percentage of discharge increase toward infinity.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri954230","usgsCitation":"Sloat, J.V., and Gain, W., 1995, Application of acoustic velocity meters for gaging discharge of three low-velocity tidal streams in the St. Johns River basin, northeast Florida: U.S. Geological Survey Water-Resources Investigations Report 95-4230, iv, 26 p., https://doi.org/10.3133/wri954230.","productDescription":"iv, 26 p.","costCenters":[],"links":[{"id":123929,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_95_4230.jpg"},{"id":2485,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri954230","linkFileType":{"id":5,"text":"html"}},{"id":400876,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48314.htm"}],"country":"United States","state":"Florida","otherGeospatial":"St. Johns River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.75,\n              29.5\n            ],\n            [\n              -81.4167,\n              29.5\n            ],\n            [\n              -81.4167,\n              30.25\n            ],\n            [\n              -81.75,\n              30.25\n            ],\n            [\n              -81.75,\n              29.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67aa7c","contributors":{"authors":[{"text":"Sloat, J. V.","contributorId":85997,"corporation":false,"usgs":true,"family":"Sloat","given":"J.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":202092,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gain, W. S.","contributorId":29024,"corporation":false,"usgs":true,"family":"Gain","given":"W. S.","affiliations":[],"preferred":false,"id":202091,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30054,"text":"wri954270 - 1995 - Quality of surface water and ground water in the proposed artificial-recharge project area, Rillito Creek basin, Tucson, Arizona, 1994","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri954270","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"95-4270","title":"Quality of surface water and ground water in the proposed artificial-recharge project area, Rillito Creek basin, Tucson, Arizona, 1994","docAbstract":"Controlled artificial recharge of surface runoff is being considered as a water-management technique to address the problem of ground-water overdraft. The planned use of recharge facilities in urban areas has caused concern about the quality of urban runoff to be recharged and the potential for ground-water contamination. The proposed recharge facility in Rillito Creek will utilize runoff entering a 1-mile reach of the Rillito Creek between Craycroft Road and Swan Road for infiltration and recharge purposes within the channel and excavated overbank areas.  Physical and chemical data were collected from two surface-water and two ground-water sites in the study area in 1994. Analyses of surface-water samples were done to determine the occurrence and concentration of potential contaminants and to determine changes in quality since samples were collected during 1987-93. Analyses of ground-water samples were done to determine the variability of ground-water quality at the monitoring wells throughout the year and to determine changes in quality since samples were collected in 1989 and 1993. Surface-water samples were collected from Tanque Verde Creek at Sabino Canyon Road (streamflow-gaging station Tanque Verde Creek at Tucson, 09484500) and from Alamo Wash at Fort Lowell Road in September and May 1994, respectively. Ground-water samples were collected from monitoring wells (D- 13-14)26cbb2 and (D-13-14)26dcb2 in January, May, July, and October 1994.  In surface water, calcium was the dominant cation, and bicarbonate was the dominant anion. In ground water, calcium and sodium were the dominant cations and bicarbonate was the dominant anion. Surface water in the area is soft, and ground water is moderately hard to hard. In surface water and ground water, nitrogen was found predominantly as nitrate. Concentrations of manganese in ground-water samples ranged from 60 to 230 micrograms per liter and exceeded the U.S. Environmental Protection Agency secondary maximum contaminant level for drinking water of 50 micrograms per liter. None of the constituents in surface-water and ground-water samples exceeded the U.S. Environmental Protection Agency primary maximum contaminant levels for drinking water or State of Arizona aquifer water-quality standards. Concentrations of major ions, nutrients, and trace elements in water from the monitoring wells did not vary significantly throughout the year and were not significantly different from concentrations in samples collected in March 1989 and January and September 1993.  Priority pollutants were not found in surface-water samples or ground-water samples, and organochlorine pesticides were not found in ground-water samples. Dieldrin and biphenyl polychlor were the only pesticides found in surface water and were at the minimum reporting levels in one sample from Alamo Wash.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Section [distributor],","doi":"10.3133/wri954270","usgsCitation":"Tadayon, S., 1995, Quality of surface water and ground water in the proposed artificial-recharge project area, Rillito Creek basin, Tucson, Arizona, 1994: U.S. Geological Survey Water-Resources Investigations Report 95-4270, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri954270.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159342,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4270/report-thumb.jpg"},{"id":58864,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4270/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640dbe","contributors":{"authors":[{"text":"Tadayon, Saeid stadayon@usgs.gov","contributorId":2928,"corporation":false,"usgs":true,"family":"Tadayon","given":"Saeid","email":"stadayon@usgs.gov","affiliations":[],"preferred":true,"id":202601,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28043,"text":"wri954228 - 1995 - Data for and adjusted regional regression models of volume and quality of urban storm-water runoff in Boise and Garden City, Idaho, 1993-94","interactions":[],"lastModifiedDate":"2023-04-07T19:51:04.738972","indexId":"wri954228","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"95-4228","title":"Data for and adjusted regional regression models of volume and quality of urban storm-water runoff in Boise and Garden City, Idaho, 1993-94","docAbstract":"The U.S. Environmental Protection Agency requires information on the volume and quality of urban \nstorm-water runoff to apply for a permit to discharge this water into the Boise River under the National \nPollutant Discharge Elimination System Program. Concentrations of selected chemical constituents in \nstorm runoff were determined from samples collected at four storm-sewer outfalls in Boise from October \n1993 through June 1994 and at one outfall in Garden City from September through October 1994. \nSamples were analyzed for specific conductance, pH, alkalinity, water temperature, oxygen demand, fecal \nindicator bacteria, major ions, dissolved and suspended solids, nutrients, trace elements, and numerous \norganic compounds. The measurement of storm-runoff volume and mean concentrations of constituents \nwere used to estimate storm-runoff loads.\nPreviously developed U.S. Geological Survey regional regression models of runoff and 11 chemical \nconstituents were evaluated to assess their suitability for use in urban areas in Boise and Garden City. \nData collected in the study area were used to develop adjusted regional models of storm-runoff volumes \nand mean concentrations and loads of chemical oxygen demand, dissolved and suspended solids, total \nnitrogen and total ammonia plus organic nitrogen as nitrogen, total and dissolved phosphorus, and total \nrecoverable cadmium, copper, lead, and zinc. Explanatory variables used in these models were drainage \narea, impervious area, land-use information, and precipitation data. Mean annual runoff volume and loads \nat the five outfalls were estimated from 904 individual storms during 1976 through 1993. Two methods \nwere used to compute individual storm loads. The first method used adjusted regional models of storm \nloads and the second used adjusted regional models for mean concentration and runoff volume. For large \nstorms, the first method seemed to produce excessively high loads for some constituents and the second \nmethod provided more reliable results for all constituents except suspended solids. The first method \nprovided more reliable results for large storms for suspended solids.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri954228","collaboration":"Prepared in cooperation with Ada County Highway District, City of Boise, Idaho Transportation Department, Ada County Drainage District No.3, and Boise State University","usgsCitation":"Kjelstrom, L., 1995, Data for and adjusted regional regression models of volume and quality of urban storm-water runoff in Boise and Garden City, Idaho, 1993-94: U.S. Geological Survey Water-Resources Investigations Report 95-4228, v, 36 p., https://doi.org/10.3133/wri954228.","productDescription":"v, 36 p.","numberOfPages":"39","temporalStart":"1993-01-01","temporalEnd":"1994-12-31","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":415460,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48312.htm","linkFileType":{"id":5,"text":"html"}},{"id":56881,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4228/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123927,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4228/report-thumb.jpg"}],"projection":"North American Datum 1983","datum":"GRS 80 Spheroid","country":"United States","state":"Idaho","county":"Ada County","city":"Boise, Garden City","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.291667,\n              43.5833\n            ],\n            [\n              -116.291667,\n              43.6667\n            ],\n            [\n              -116.041667,\n              43.6667\n            ],\n            [\n              -116.041667,\n              43.5833\n            ],\n            [\n              -116.291667,\n              43.5833\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c9a0","contributors":{"authors":[{"text":"Kjelstrom, L.C.","contributorId":89104,"corporation":false,"usgs":true,"family":"Kjelstrom","given":"L.C.","email":"","affiliations":[],"preferred":false,"id":199119,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30574,"text":"wri954185 - 1995 - Analysis of streamflow characteristics for streams on the island of Tutuila, American Samoa","interactions":[],"lastModifiedDate":"2018-10-02T16:17:38","indexId":"wri954185","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"95-4185","title":"Analysis of streamflow characteristics for streams on the island of Tutuila, American Samoa","docAbstract":"<p>Several methods for estimating streamflow characteristics for low and peak flows for streams on Tutuila, American Samoa are presented. These methods, derived from frequency, flow-duration, and regression analyses, allow the user to compute estimates for the 7-day low flow with 2-year and 10-year recurrence intervals; the median flow; the mean flow; and the 2-, 5-, 10-, 25-, 50, and 100- year peak flood flows at gaged and ungaged streams. In addition, frequency techniques using the log-Pearson type III distribution were also used to compute for gaged sites the 1-, 7-, 14-, 30-, 60-, 90-, 120-, and 183-day low flows with 2-, 5-, 10-, and 20-year recurrence intervals; the 1-, 7-, 15-, 30- day high flows with 2-, 5-, 10-, and 25-year recurrence intervals; and the 2-, 5-, 10-, 25-, 50-, 100- year peak flows. The regression equations and estimated streamflow characteristics are based on streamflow data collected from 1958 through 1990 at 11 continuous-record gaging stations with 9 to 32 years of record, 75 low-flow partial-record stations, and 49 miscellaneous sites.</p><p>Low-flow regression analysis using the baseflow index basin characteristic provided results with standard errors of estimate ranging from 13.3 to 43.8 percent. These standard errors are comparable to the average values at the low-flow partial-record stations. Regional analysis, using the method of residuals, divided Tutuila into two hydrologic regions which correspond to differences in geology. Peak-flow regression equations had coefficients of determination ranging from 0.60 to 0.66 and standard errors of estimate ranging from 44.0 to 47.4 percent. The large standard errors result&nbsp;from the large variability of flood peaks compared with drainage area. The geology of Tutuila also affects the magnitude of observed flood peaks. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri954185","collaboration":"Prepared in cooperation with the Government of American Samoa Environmental Protection Agency, and American Samoa Power Authority","usgsCitation":"Wong, M.F., 1995, Analysis of streamflow characteristics for streams on the island of Tutuila, American Samoa: U.S. Geological Survey Water-Resources Investigations Report 95-4185, Report: v, 168 p.; 1 Plate: 20.99 x 16.95 inches, https://doi.org/10.3133/wri954185.","productDescription":"Report: v, 168 p.; 1 Plate: 20.99 x 16.95 inches","costCenters":[],"links":[{"id":122977,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4185/report-thumb.jpg"},{"id":358038,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1995/4185/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59335,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4185/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"state":"American Samoa","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -170.8432388305664,\n              -14.320941406152793\n            ],\n            [\n              -170.84392547607422,\n              -14.32426792282882\n            ],\n            [\n              -170.83877563476562,\n              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,{"id":25385,"text":"wri954285 - 1995 - Agricultural pesticide applications and observed concentrations in surface waters from four drainage basins in the Central Columbia Plateau, Washington and Idaho, 1993-94","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri954285","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"95-4285","title":"Agricultural pesticide applications and observed concentrations in surface waters from four drainage basins in the Central Columbia Plateau, Washington and Idaho, 1993-94","docAbstract":"As part of the U.S. Geological Survey's National Water-Quality Assessment Program, the use and occurrence of agricultural pesticides were investigated in four drainage basins--two dominated by irrigated agriculture and two by dryland agriculture--in the Central Columbia Plateau of eastern Washington. For this study, 85 pesticides or pesticide metabolites were selected for analysis from a list of nearly 400 compounds commonly used in the United States. Pesticide-use data included estimates of the total quantity of herbicides, insecticides, and fungicides applied to croplands in each of the four drainage basins and reported times of application for selected pesticides. Pesticide-occurrence data included concentrations of pesticides in samples collected at one surface-water site at or near the outflow of each of the four drainage basins, where surface waters were sampled one to five times a month from March 1993 through May 1994. Of the 85 pesticides or pesticide metabolites targeted for analysis, a total of 45 different compounds were detected in samples from the four sites, ranging in concentration from at or near the limit of detection (as low as 0.001 microgram per liter) to a maximum of 8.1 micrograms per liter. None of the concentrations of pesticides exceeded the U.S. Environmental Protection Agency (USEPA) drinking water standards, but concentrations of five pesticides exceeded the USEPA freshwater-chronic criteria for the protection of aquatic life.  Forty-one different pesticides or pesticide metabolites were detected in surface waters sampled at the two sites representing irrigated agriculture drainage basins. The herbicides atrazine, DCPA, and EPTC were detected most frequently at the two sampling sites. Not all pesticides that were applied were detected, however. For example, disulfoton, phorate, and methyl parathion accounted for 15 percent of the insecticides applied in the two irrigated drainage basins, yet none of these pesticides were detected in samples from the two irrigated-agricultural sites. Concentrations of pesticides found in surface waters at the two sites representing irrigated agriculture did not exceed drinking water standards, but some concentrations of the insecticides carbaryl, chlorpyrifos, diazinon, and azinphos-methyl exceeded the freshwater-chronic criteria for the protection of aquatic life.  Twenty-three different pesticides or pesticide metabolites were detected in samples from the two sites representing dryland agricultural drainage basins. Herbicides were the type of pesticides most heavily applied in these drainage basins, and the herbicides atrazine, triallate, and simazine were detected most frequently in samples. Some herbicides, for example triallate in the Palouse River drainage basin, were both heavily applied and frequently detected. Others, like atrazine and simazine, were not typically applied to cropland, but were frequently detected in surface-water samples. Several insecticides (Lindane, ethoprop, carbaryl, and azinphos-methyl) were detected in samples from the two sites, although they were not reported as commonly applied to croplands in the dryland agricultural drainage basins. Concentrations of pesticides found in surface waters at the two sites did not exceed drinking water guidelines, but concentrations of the insecticides diazinon and azinphos-methyl and the herbicide triallate exceeded freshwater-chronic criteria for the protection of aquatic life.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954285","usgsCitation":"Wagner, R.J., Ebbert, J., Roberts, L., and Ryker, S., 1995, Agricultural pesticide applications and observed concentrations in surface waters from four drainage basins in the Central Columbia Plateau, Washington and Idaho, 1993-94: U.S. Geological Survey Water-Resources Investigations Report 95-4285, v, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri954285.","productDescription":"v, 50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124013,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4285/report-thumb.jpg"},{"id":54119,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4285/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db688eea","contributors":{"authors":[{"text":"Wagner, R. J.","contributorId":37318,"corporation":false,"usgs":true,"family":"Wagner","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":193474,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ebbert, J.C.","contributorId":57451,"corporation":false,"usgs":true,"family":"Ebbert","given":"J.C.","affiliations":[],"preferred":false,"id":193475,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Roberts, L.M.","contributorId":84355,"corporation":false,"usgs":true,"family":"Roberts","given":"L.M.","email":"","affiliations":[],"preferred":false,"id":193476,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ryker, S.J.","contributorId":16047,"corporation":false,"usgs":true,"family":"Ryker","given":"S.J.","affiliations":[],"preferred":false,"id":193473,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":21772,"text":"ofr95320 - 1995 - Evaluation of nonpoint-source contamination, Wisconsin: Land-use and Best-Management-Practices inventory, selected streamwater-quality data, urban-watershed quality assurance and quality control, constituent loads in rural streams, and snowmelt-runoff analysis, water year 1994","interactions":[],"lastModifiedDate":"2015-10-16T14:09:10","indexId":"ofr95320","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"95-320","title":"Evaluation of nonpoint-source contamination, Wisconsin: Land-use and Best-Management-Practices inventory, selected streamwater-quality data, urban-watershed quality assurance and quality control, constituent loads in rural streams, and snowmelt-runoff analysis, water year 1994","docAbstract":"<p>The objective of the watershed-management evaluation monitoring program in Wisconsin is to evaluate the effectiveness of best-management practices (BMP) for controlling nonpoint-source contamination in rural and urban watersheds. This report is an annual summary of the data collected for the program by the U.S Geological Survey and a report of the results of several different detailed analyses of the data. A land-use and BMP inventory is ongoing for 12 evaluation monitoring projects to track the sources of nonpoint-source pollution in each watershed and to document implementation of BMP's that may cause changes in the water quality of streams. Updated information is gathered each year, mapped, and stored in a geographic-information-system data base. Summaries of data collected during water years 1989-94 are presented. A water year is the period beginning October 1 and ending September 30; the water year is designated by the calendar year in which it ends. Suspended-sediment and total-phosphorus data (storm loads and annual loads) are summarized for eight rural sites. For all sites, the annual suspended-sediment or suspended-solids load for water year 1993 exceeded the average for the period of data collection; the minimum annual loads were transported in water year 1991 or 1992. Continuous dissolved-oxygen data were collected at seven rural sites during water year 1994. Data for water years 1990-93 are summarized and plotted in terms of percentage of time that a particular concentration is equaled or exceeded. Dissolved-oxygen concentrations in four streams were less than 9 mg/L at least 50 percent of the time, a condition that fails to meet suggested criterion for coldwater streams. The dissolved-oxygen probability curve for one of the coldwater streams is markedly different than the curves for the other streams, perhaps because of differences in aquatic biomass. Blank quality-assurance samples were collected at two of the urban evaluation monitoring sites to isolate contamination in the sample bottle, the automatic sampler and splitter, and the filtration system. Significant contamination caused excessive concentrations of dissolved chloride, alkalinity, and biochemical oxygen demand. The level of contamination may be large enough to affect data for water samples in which these analytes are present at low concentration. Further investigation is being done to determine the source of contamination and take measures to minimize its effect on the sampling. A preliminary regression analysis was done for the rural sites using data collected during water years 1989-93. Loads of suspended solids and total phosphorus in stormflow were regressed against various precipitation-related measures. The results indicate that, for most sites, changes in constituent load on the order of 40 to 50 percent could be detected with a statistical test. For two sites, the change would have to be 60 to 70 percent to be detected. A detailed comparison of snowmelt runoff and rainfall stormflow in urban and rural areas was done using data collected during water years 1985-93. For the rural sites where statistically significant differences were found between constituent loads in snowmelt and storm runoff, the loads of suspended solids and total phosphorus in snowmelt runoff were greater than those in storm runoff. For the urban sites where statistically significant differences were found between snowmelt and storm runoff, the loads of suspended solids and total phosphorus in storm runoff were greater than those in snowmelt runoff. The importance of including snowmelt runoff in designing and analyzing the effects of BMP's on streamwater quality, particularly in rural areas, is emphasized by these results.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr95320","issn":"0566-8174","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Walker, J., Graczyk, D., Corsi, S., Owens, D., and Wierl, J., 1995, Evaluation of nonpoint-source contamination, Wisconsin: Land-use and Best-Management-Practices inventory, selected streamwater-quality data, urban-watershed quality assurance and quality control, constituent loads in rural streams, and snowmelt-runoff analysis, water year 1994: U.S. Geological Survey Open-File Report 95-320, iv, 21 p., https://doi.org/10.3133/ofr95320.","productDescription":"iv, 21 p.","numberOfPages":"24","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science 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,{"id":23310,"text":"ofr95279 - 1995 - Sampling design and procedures for fixed surface-water sites in the Georgia-Florida coastal plain study unit, 1993","interactions":[],"lastModifiedDate":"2017-01-04T12:38:59","indexId":"ofr95279","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"95-279","title":"Sampling design and procedures for fixed surface-water sites in the Georgia-Florida coastal plain study unit, 1993","docAbstract":"The implementation of design guidelines for the National Water-Quality Assessment (NAWQA) Program has resulted in the development of new sampling procedures and the modification of existing procedures commonly used in the Water Resources Division of the U.S. Geological Survey. The Georgia-Florida Coastal Plain (GAFL) study unit began the intensive data collection phase of the program in October 1992. This report documents the implementation of the NAWQA guidelines by describing the sampling design and procedures for collecting surface-water samples in the GAFL study unit in 1993. This documentation is provided for agencies that use water-quality data and for future study units that will be entering the intensive phase of data collection. The sampling design is intended to account for large- and small-scale spatial variations, and temporal variations in water quality for the study area. Nine fixed sites were selected in drainage basins of different sizes and different land-use characteristics located in different land-resource provinces. Each of the nine fixed sites was sampled regularly for a combination of six constituent groups composed of physical and chemical constituents: field measurements, major ions and metals, nutrients, organic carbon, pesticides, and suspended sediments. Some sites were also sampled during high-flow conditions and storm events. Discussion of the sampling procedure is divided into three phases: sample collection, sample splitting, and sample processing. A cone splitter was used to split water samples for the analysis of the sampling constituent groups except organic carbon from approximately nine liters of stream water collected at four fixed sites that were sampled intensively. An example of the sample splitting schemes designed to provide the sample volumes required for each sample constituent group is described in detail. Information about onsite sample processing has been organized into a flowchart that describes a pathway for each of the constituent groups.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCan be purchased from U.S. Geological Survey Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr95279","issn":"0094-9140","usgsCitation":"Hatzell, H.H., Oaksford, E., and Asbury, C., 1995, Sampling design and procedures for fixed surface-water sites in the Georgia-Florida coastal plain study unit, 1993: U.S. Geological Survey Open-File Report 95-279, vi, 16 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr95279.","productDescription":"vi, 16 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":155118,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1677,"rank":100,"type":{"id":15,"text":"Index 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H.","contributorId":7732,"corporation":false,"usgs":true,"family":"Hatzell","given":"H.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":189870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oaksford, E. T.","contributorId":64284,"corporation":false,"usgs":true,"family":"Oaksford","given":"E. T.","affiliations":[],"preferred":false,"id":189872,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Asbury, C.E.","contributorId":45740,"corporation":false,"usgs":true,"family":"Asbury","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":189871,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":23624,"text":"ofr94348 - 1995 - Simulation of stage and the the hydrologic budget of Devils Lake, Sauk County, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-16T15:26:12","indexId":"ofr94348","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"94-348","title":"Simulation of stage and the the hydrologic budget of Devils Lake, Sauk County, Wisconsin","docAbstract":"<p>Water clarity of Devils Lake, in the Driftless Area of southwestern Wisconsin, has been decreasing because of blue-green algal blooms. An understanding of the hydrology of Devils Lake is needed to develop a mitigation plan to reduce phosphorus input. A model was developed to test the current understanding of the hydrology of the lake including stage and hydrologic budget and to estimate the effects of proposed mitigation plans on lake stage.</p>\n<p>Daily lake stage was simulated in the model by summing estimates of hydrologic-budget components. The Devils Lake hydrologic-budget components are precipitation on the lake surface, evaporation from the lake surface, runoff (consisting of overland flow to the lake and an intermittent stream flowing into the lake), and ground-water flow into and out of the lake.</p>\n<p>The model was calibrated to measured lake stage for the period 1980-92. Simulated stage compares reasonably well with historical stage data for Devils Lake. The root mean square of the differences of simulated and measured daily lake stages for the period 1980-92 is 0.83 foot. Simulated lake stage is very sensitive to small changes in runoff and evaporation coefficients, and ground-waterflow rates used in the model.</p>\n<p>The average model-calculated annual amounts of each hydrologic-budget component for the 1980-92 simulation period, in order of increasing volume, are evaporation (791 acre-feet), precipitation (973 acre-feet), runoff (1,107 acre-feet), and net ground-water flow, which is out of the lake (1,323 acre-feet).</p>\n<p>Three mitigation plans were simulated. Mitigation plan 3, which includes the addition of water from a basin adjacent to the northeastern side of the Devils Lake Basin, allows for withdrawals of hypolimnetic water and maintaining lake stage closer to optimal levels than would result without mitigation.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr94348","issn":"0094-9140","collaboration":"Prepared in cooperation with Wisconsin Department of Natural Resources and the town of Baraboo","usgsCitation":"Krohelski, J.T., and Batten, W.G., 1995, Simulation of stage and the the hydrologic budget of Devils Lake, Sauk County, Wisconsin: U.S. Geological Survey Open-File Report 94-348, iv, 22 p., https://doi.org/10.3133/ofr94348.","productDescription":"iv, 22 p.","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":154912,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0348/report-thumb.jpg"},{"id":52901,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0348/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Sauk County","city":"Baraboo","otherGeospatial":"Devil's Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.791259765625,\n              43.3601336603352\n            ],\n            [\n              -89.791259765625,\n              43.44544148221772\n            ],\n            [\n              -89.66629028320312,\n              43.44544148221772\n            ],\n            [\n              -89.66629028320312,\n              43.3601336603352\n            ],\n            [\n              -89.791259765625,\n              43.3601336603352\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f2119","contributors":{"authors":[{"text":"Krohelski, J. T.","contributorId":59046,"corporation":false,"usgs":true,"family":"Krohelski","given":"J.","email":"","middleInitial":"T.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":190440,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Batten, W. G.","contributorId":89504,"corporation":false,"usgs":true,"family":"Batten","given":"W.","email":"","middleInitial":"G.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":190441,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23675,"text":"ofr95398 - 1995 - Ground-Water Data-Collection Protocols and Procedures for the National Water-Quality Assessment Program: Selection, Installation, and Documentation of Wells, and Collection of Related Data","interactions":[],"lastModifiedDate":"2012-02-02T00:08:18","indexId":"ofr95398","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"95-398","title":"Ground-Water Data-Collection Protocols and Procedures for the National Water-Quality Assessment Program: Selection, Installation, and Documentation of Wells, and Collection of Related Data","docAbstract":"Protocols for well installation and documentation are included in a 1989 report written for the National Water-Quality Assessment (NAWQA) Pilot Program of the U.S. Geological Survey (USGS). These protocols were reviewed and revised to address the needs of the full-scale implementation of the NAWQA Program that began in 1991. This report, which is a collaborative effort between the National Water-Quality Assessment Program and the Office of Water Quality, is the result of that review and revision. This report describes protocols and recommended procedures for the collection of data from wells for the NAWQA Program. Protocols and procedures discussed are well selection, installation of monitoring wells, documentation, and the collection of water level and additional hydrogeologic and geologic data.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr95398","issn":"0094-9140","usgsCitation":"Lapham, W.W., Wilde, F.D., and Koterba, M.T., 1995, Ground-Water Data-Collection Protocols and Procedures for the National Water-Quality Assessment Program: Selection, Installation, and Documentation of Wells, and Collection of Related Data (Revised Jan 1996): U.S. Geological Survey Open-File Report 95-398, vi, 71 p., https://doi.org/10.3133/ofr95398.","productDescription":"vi, 71 p.","costCenters":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"links":[{"id":157472,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11749,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1995/ofr-95-398/","linkFileType":{"id":5,"text":"html"}}],"edition":"Revised Jan 1996","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d661","contributors":{"authors":[{"text":"Lapham, Wayne W.","contributorId":74734,"corporation":false,"usgs":true,"family":"Lapham","given":"Wayne","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":190527,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilde, Franceska D. fwilde@usgs.gov","contributorId":92240,"corporation":false,"usgs":true,"family":"Wilde","given":"Franceska","email":"fwilde@usgs.gov","middleInitial":"D.","affiliations":[],"preferred":false,"id":190528,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Koterba, Michael T.","contributorId":70419,"corporation":false,"usgs":true,"family":"Koterba","given":"Michael","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":190526,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44766,"text":"wri934097 - 1995 - Estimated withdrawals and use of freshwater in Vermont, 1990","interactions":[],"lastModifiedDate":"2023-12-13T20:22:31.514816","indexId":"wri934097","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"93-4097","title":"Estimated withdrawals and use of freshwater in Vermont, 1990","docAbstract":"Estimated freshwater withdrawals during 1990 in Vermont totaled about 632 million gallons per day. The largest withdrawals were for thermoelectric- power generation (82 percent), industrial use (7 percent), and public supply (6 percent). Most withdrawals, 587 million gallons per day, were made from surface-water sources as compared to 44.9 million gallons per day from ground-water sources. The largest withdrawals were in the Upper Connecticut-Mascomo River Basin (525 million gallons per day). About 17,700 million gallons per day were used instream for hydroelectric-poser generation, the largest of which were in the Upper Connecticut-Mascoma and Otter River Basins. Other information describing water-use patters is shown in tables, bar graphs, pie charts, maps, and accompanying text. The data are aggregated by river basin (hydrologic cataloging unit), and all amounts are reports in million gallons per day.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934097","usgsCitation":"Horn, M., and Medalie, L., 1995, Estimated withdrawals and use of freshwater in Vermont, 1990: U.S. Geological Survey Water-Resources Investigations Report 93-4097, 1 Plate: 39.25 x 32.75 inches, https://doi.org/10.3133/wri934097.","productDescription":"1 Plate: 39.25 x 32.75 inches","costCenters":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"links":[{"id":110264,"rank":3,"type":{"id":36,"text":"NGMDB Index 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,{"id":22685,"text":"ofr95727 - 1995 - Watershed boundaries and digital elevation model of Oklahoma derived from 1:100,000-scale digital topographic maps","interactions":[],"lastModifiedDate":"2026-04-30T14:52:33.338316","indexId":"ofr95727","displayToPublicDate":"1996-08-01T00:00:00","publicationYear":"1995","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":"95-727","title":"Watershed boundaries and digital elevation model of Oklahoma derived from 1:100,000-scale digital topographic maps","docAbstract":"This document provides a general description of the procedures used to develop the data sets included on this compact disc. This compact disc contains watershed boundaries for Oklahoma, a digital elevation model, and other data sets derived from the digital elevation model. The digital elevation model was produced using the ANUDEM software package, written by Michael Hutchinson and licensed from the Centre for Resource and Environmental Studies at The Australian National University. Elevation data (hypsography) and streams (hydrography) from digital versions of the U.S. Geological Survey 1:100,000-scale topographic maps were used by the ANUDEM package to produce a hydrologically conditioned digital elevation model with a 60-meter cell size. This digital elevation model is well suited for drainage-basin delineation using automated techniques.\r\nAdditional data sets include flow-direction, flow-accumulation, and shaded-relief grids, all derived from the digital elevation model, and the hydrography data set used in producing the digital elevation model. The watershed boundaries derived from the digital elevation model have been edited to be consistent with contours and streams from the U.S. Geological Survey 1:100,000-scale topographic maps. The watershed data set includes boundaries for 11-digit Hydrologic Unit Codes (watersheds) within Oklahoma, and 8-digit Hydrologic Unit Codes (cataloging units) outside Oklahoma. Cataloging-unit boundaries based on 1:250,000-scale maps outside Oklahoma for the Arkansas, Red, and White River basins are included. The other data sets cover Oklahoma, and where available, portions of 1:100,000-scale quadrangles adjoining Oklahoma.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr95727","issn":"0094-9140","usgsCitation":"Cederstrand, J., and Rea, A.H., 1995, Watershed boundaries and digital elevation model of Oklahoma derived from 1:100,000-scale digital topographic maps: U.S. Geological Survey Open-File Report 95-727, 1 computer laser optical disk ;4 3/4 in., https://doi.org/10.3133/ofr95727.","productDescription":"1 CD-ROM","costCenters":[],"links":[{"id":503671,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0727/ofr95727.zip","text":"CD-ROM","linkFileType":{"id":6,"text":"zip"}},{"id":154626,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United 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,{"id":25454,"text":"wri914146 - 1995 - Distribution of carbonate-rock aquifers and the potential for their development, southern Nevada and adjacent parts of California, Arizona, and Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri914146","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"91-4146","title":"Distribution of carbonate-rock aquifers and the potential for their development, southern Nevada and adjacent parts of California, Arizona, and Utah","docAbstract":"In 1985, the State of Nevada entered into a cooperative effort with the U.S. Department of the Interior to study and test the State's carbonate- rock aquifers. The studies were focused on southern Nevada and were intended to address the following concerns: Where is water potentially available in the aquifers?; How much water potentially can bewithdrawn from aquifers?; and What effects might result from development of the aquifers? The studies included basic-data collection, geologic mapping, geophysical and geochemical analyses, well drilling, and aquifer testing. The studies showed that the carbonate rocks are continuous and extensive enough to form regional aquifer systems only beneath thecentral third of the region. About 130,000 acre-feet per year of ground water flows through all the aquifers in this corridor (carbonate and noncarbonate), and about 77,000 acre-feet per year discharges directly from the carbonate-rock aquifers at regional springs in southern Nevada or at discharge areas in Death Valley, California. A larger volume of water -as much as 6 million acre-feet in the upper 100 feet alone-is stored in the rocks. Once depleted, however, that resource would be replenished by natural processes only very slowly. Ultimately, long-term development of the carbonate-rock aquifers would result in depletion of stored water, or in the capture of water that otherwise would discharge from the aquifers of southern Nevada and vicinity, or both. In manyplaces, development might extract water from both carbonate-rock and basin-fill aquifers. Possible effects of developing the carbonate-rock aquifers include declining water levels, decreasing springflow rates, drying up of some streams, playas, and meadows, and changing water quality. Specific impacts would depend upon the magnitude and length of development and site-specific conditions around the areas where the water is withdrawn. Confidence in predictions of the potential effects ofdevelopment of the carbonate-rock aquifers will remain limited until observations become available that document changes as the aquifers respond locally to long-term pumping stresses. However, if staged development were undertaken together with adequate monitoring, effects of continued or increased development could be estimated with progressively higher degrees of confidence.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/wri914146","usgsCitation":"Dettinger, M.D., Harrill, J., Schmidt, D.L., and Hess, J., 1995, Distribution of carbonate-rock aquifers and the potential for their development, southern Nevada and adjacent parts of California, Arizona, and Utah: U.S. Geological Survey Water-Resources Investigations Report 91-4146, vi, 100 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri914146.","productDescription":"vi, 100 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123667,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4146/report-thumb.jpg"},{"id":54185,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4146/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54186,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4146/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54187,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6486e9","contributors":{"authors":[{"text":"Dettinger, M. D. 0000-0002-7509-7332","orcid":"https://orcid.org/0000-0002-7509-7332","contributorId":93069,"corporation":false,"usgs":false,"family":"Dettinger","given":"M.","middleInitial":"D.","affiliations":[{"id":16196,"text":"Scripps Institution of Oceanography, La Jolla, CA","active":true,"usgs":false}],"preferred":false,"id":193761,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harrill, J. R.","contributorId":10417,"corporation":false,"usgs":true,"family":"Harrill","given":"J. R.","affiliations":[],"preferred":false,"id":193759,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schmidt, D. L.","contributorId":23934,"corporation":false,"usgs":true,"family":"Schmidt","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":193760,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hess, J.W.","contributorId":106155,"corporation":false,"usgs":true,"family":"Hess","given":"J.W.","email":"","affiliations":[],"preferred":false,"id":193762,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":21932,"text":"ofr95841 - 1995 - Measured sections and correlations of mid-Cretaceous rocks near the Lombard thrust of the Helena Salient in southwestern Montana","interactions":[],"lastModifiedDate":"2017-07-26T14:05:46","indexId":"ofr95841","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-841","title":"Measured sections and correlations of mid-Cretaceous rocks near the Lombard thrust of the Helena Salient in southwestern Montana","docAbstract":"<p>Two surface sections that generally characterize mid-Cretaceous strata in the central to southern part of the Helena salient of the Montana thrust belt (Figs. 1 and 2) are presented here. We have not published detailed descriptions of the lithic units of these sections, and the stratigraphic correlations are tentative. The sections are presented in this preliminary form because they may aid interpretations of seismic and borehole data of petroleum exploration companies active in the salient.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr95841","issn":"0094-9140","usgsCitation":"Dyman, T.S., Tysdal, R.G., Porter, K.W., and Thompson, G.A., 1995, Measured sections and correlations of mid-Cretaceous rocks near the Lombard thrust of the Helena Salient in southwestern Montana: U.S. Geological Survey Open-File Report 95-841, 8 p., https://doi.org/10.3133/ofr95841.","productDescription":"8 p.","costCenters":[],"links":[{"id":155873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0841/report-thumb.jpg"},{"id":51409,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0841/report.pdf","text":"Report","size":"664.70 kB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Montana","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112,\n              45.5\n            ],\n            [\n              -110.5,\n              45.5\n            ],\n            [\n              -110.5,\n              47\n            ],\n            [\n              -112,\n              47\n            ],\n            [\n              -112,\n              45.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610d62","contributors":{"authors":[{"text":"Dyman, T. S.","contributorId":21161,"corporation":false,"usgs":false,"family":"Dyman","given":"T.","middleInitial":"S.","affiliations":[],"preferred":false,"id":186300,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tysdal, R. G.","contributorId":8823,"corporation":false,"usgs":true,"family":"Tysdal","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":186299,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Porter, K. W.","contributorId":56262,"corporation":false,"usgs":true,"family":"Porter","given":"K.","middleInitial":"W.","affiliations":[],"preferred":false,"id":186301,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thompson, G. A.","contributorId":90332,"corporation":false,"usgs":true,"family":"Thompson","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":186302,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":31925,"text":"ofr95645A - 1995 - Geochemical data for environmental studies at Nabesna and Kennecott, Alaska; water, leachates, stream-sediments, heavy-mineral-concentrates, and rocks","interactions":[],"lastModifiedDate":"2012-02-02T00:09:18","indexId":"ofr95645A","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-645","chapter":"A","title":"Geochemical data for environmental studies at Nabesna and Kennecott, Alaska; water, leachates, stream-sediments, heavy-mineral-concentrates, and rocks","language":"ENGLISH","doi":"10.3133/ofr95645A","usgsCitation":"Eppinger, R., McHugh, J.B., Briggs, P., d’Angelo, W.M., Doughten, M., Fey, D., Hageman, P., Hopkins, R., Knight, R.J., Meier, A.L., Motooka, J.M., O’Leary, R.M., and Roushey, B.H., 1995, Geochemical data for environmental studies at Nabesna and Kennecott, Alaska; water, leachates, stream-sediments, heavy-mineral-concentrates, and rocks: U.S. Geological Survey Open-File Report 95-645, iii, 91 p. : maps. ; 28 cm., https://doi.org/10.3133/ofr95645A.","productDescription":"iii, 91 p. : maps. ; 28 cm.","costCenters":[],"links":[{"id":163084,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0645a/report-thumb.jpg"},{"id":60085,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0645a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae46d","contributors":{"authors":[{"text":"Eppinger, R. G.","contributorId":100837,"corporation":false,"usgs":true,"family":"Eppinger","given":"R. G.","affiliations":[],"preferred":false,"id":207258,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McHugh, J. B.","contributorId":79462,"corporation":false,"usgs":true,"family":"McHugh","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":207253,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Briggs, Paul H.","contributorId":107691,"corporation":false,"usgs":true,"family":"Briggs","given":"Paul H.","affiliations":[],"preferred":false,"id":207260,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"d’Angelo, W. M.","contributorId":55027,"corporation":false,"usgs":true,"family":"d’Angelo","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":207252,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Doughten, M. W.","contributorId":101648,"corporation":false,"usgs":true,"family":"Doughten","given":"M. W.","affiliations":[],"preferred":false,"id":207259,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Fey, D.L.","contributorId":44537,"corporation":false,"usgs":true,"family":"Fey","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":207250,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Hageman, P.  L. 0000-0002-3440-2150","orcid":"https://orcid.org/0000-0002-3440-2150","contributorId":27459,"corporation":false,"usgs":true,"family":"Hageman","given":"P.  L.","affiliations":[],"preferred":false,"id":207249,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Hopkins, R.T.","contributorId":80264,"corporation":false,"usgs":true,"family":"Hopkins","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":207254,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Knight, R. J.","contributorId":96255,"corporation":false,"usgs":true,"family":"Knight","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":207257,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Meier, A. L.","contributorId":81480,"corporation":false,"usgs":true,"family":"Meier","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":207255,"contributorType":{"id":1,"text":"Authors"},"rank":10},{"text":"Motooka, J. M.","contributorId":8834,"corporation":false,"usgs":true,"family":"Motooka","given":"J.","middleInitial":"M.","affiliations":[],"preferred":false,"id":207248,"contributorType":{"id":1,"text":"Authors"},"rank":11},{"text":"O’Leary, R. M.","contributorId":44894,"corporation":false,"usgs":true,"family":"O’Leary","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":207251,"contributorType":{"id":1,"text":"Authors"},"rank":12},{"text":"Roushey, B. H.","contributorId":84387,"corporation":false,"usgs":true,"family":"Roushey","given":"B.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":207256,"contributorType":{"id":1,"text":"Authors"},"rank":13}]}}
,{"id":31926,"text":"ofr95645B - 1995 - Geochemical data for environmental studies at Nabesna and Kennecott, Alaska; water, leachates, stream-sediments, heavy-mineral-concentrates, and rocks","interactions":[],"lastModifiedDate":"2013-09-17T14:57:46","indexId":"ofr95645B","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-645","chapter":"B","title":"Geochemical data for environmental studies at Nabesna and Kennecott, Alaska; water, leachates, stream-sediments, heavy-mineral-concentrates, and rocks","language":"ENGLISH","doi":"10.3133/ofr95645B","collaboration":"The USGS does not support this software or technical questions for the software associated with the publication.","usgsCitation":"Eppinger, R., McHugh, J.B., Briggs, P., d’Angelo, W.M., Doughten, M., Fey, D., Hageman, P., Hopkins, R., Knight, R.J., Meier, A.L., Motooka, J.M., O’Leary, R.M., and Roushey, B.H., 1995, Geochemical data for environmental studies at Nabesna and Kennecott, Alaska; water, leachates, stream-sediments, heavy-mineral-concentrates, and rocks: U.S. Geological Survey Open-File Report 95-645, One 3 1/2 inch diskette., https://doi.org/10.3133/ofr95645B.","productDescription":"One 3 1/2 inch diskette.","costCenters":[],"links":[{"id":163722,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":277673,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/of/1995/0645b/application.zip"}],"scale":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae47c","contributors":{"authors":[{"text":"Eppinger, R. G.","contributorId":100837,"corporation":false,"usgs":true,"family":"Eppinger","given":"R. G.","affiliations":[],"preferred":false,"id":207271,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McHugh, J. B.","contributorId":79462,"corporation":false,"usgs":true,"family":"McHugh","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":207266,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Briggs, Paul H.","contributorId":107691,"corporation":false,"usgs":true,"family":"Briggs","given":"Paul H.","affiliations":[],"preferred":false,"id":207273,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"d’Angelo, W. M.","contributorId":55027,"corporation":false,"usgs":true,"family":"d’Angelo","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":207265,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Doughten, M. W.","contributorId":101648,"corporation":false,"usgs":true,"family":"Doughten","given":"M. W.","affiliations":[],"preferred":false,"id":207272,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Fey, D.L.","contributorId":44537,"corporation":false,"usgs":true,"family":"Fey","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":207263,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Hageman, P.  L. 0000-0002-3440-2150","orcid":"https://orcid.org/0000-0002-3440-2150","contributorId":27459,"corporation":false,"usgs":true,"family":"Hageman","given":"P.  L.","affiliations":[],"preferred":false,"id":207262,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Hopkins, R.T.","contributorId":80264,"corporation":false,"usgs":true,"family":"Hopkins","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":207267,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Knight, R. J.","contributorId":96255,"corporation":false,"usgs":true,"family":"Knight","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":207270,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Meier, A. L.","contributorId":81480,"corporation":false,"usgs":true,"family":"Meier","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":207268,"contributorType":{"id":1,"text":"Authors"},"rank":10},{"text":"Motooka, J. M.","contributorId":8834,"corporation":false,"usgs":true,"family":"Motooka","given":"J.","middleInitial":"M.","affiliations":[],"preferred":false,"id":207261,"contributorType":{"id":1,"text":"Authors"},"rank":11},{"text":"O’Leary, R. M.","contributorId":44894,"corporation":false,"usgs":true,"family":"O’Leary","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":207264,"contributorType":{"id":1,"text":"Authors"},"rank":12},{"text":"Roushey, B. H.","contributorId":84387,"corporation":false,"usgs":true,"family":"Roushey","given":"B.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":207269,"contributorType":{"id":1,"text":"Authors"},"rank":13}]}}
,{"id":31914,"text":"ofr95461 - 1995 - Potentiometric surface of the upper Floridan Aquifer in the St. Johns River Water Management District and vicinity, May 1995","interactions":[],"lastModifiedDate":"2017-01-24T10:36:22","indexId":"ofr95461","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-461","title":"Potentiometric surface of the upper Floridan Aquifer in the St. Johns River Water Management District and vicinity, May 1995","docAbstract":"This map depicts the potentiometric surface of the Upper Floridan aquifer in the St. Johns River Water Management District and vicinity for May 1995. The map is based on water-level measurements made at more than 900 wells and springs. Approximately 30 new wells were added to better define the potentiometric surface mainly in the northwest area of the map. Data on the map were contoured using 5-foot contour intervals in most areas. Two new wells located north of Rainbow Springs indicate a slight northward extension of the depressed area surrounding the springs. Several new wells in Bradford County indicate a slight reduction in the size of the potentiometric-surface high along the northwest edge of the county. The potentiometric surface of this karstic aquifer generally reflects land surface topography. Potentiometric-surface highs often correspond to topographic highs, which are areas of recharge to the Upper Floridan aquifer. Springs within topographic lows along with areas of more diffuse upward leakage are natural zones of discharge. Municipal, agricultural, and industrial withdrawals have lowered the potentiometric surface in some areas. The potentiometric surface ranged from 127 feet above sea level in Polk County to 84 feet below sea level in southeast Georgia near the St. Marys River. Water levels measured in May 1995 generally were about 0 to 4 feet higher than those measured in May 1994 except in St. Lucie County and near Rainbow Springs, where levels were 1 to 3 feet lower. Generally, May 1995 water levels were 0 to 5 feet lower than levels in September 1994, except near Orlando, where levels were 6 to 12 feet lower, and across the northwest corner of the map area which includes Marion, Alachua, Bradford, Baker, and Nassau Counties, north and west Duval County, and south Georgia. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr95461","usgsCitation":"Knowles, L., O’Reilly, A.M., Phelps, G.G., and Bradner, L.A., 1995, Potentiometric surface of the upper Floridan Aquifer in the St. Johns River Water Management District and vicinity, May 1995: U.S. Geological Survey Open-File Report 95-461, 1 map : photocopy ; 103 x 62 cm., folded to 31 x 20 cm., https://doi.org/10.3133/ofr95461.","productDescription":"1 map : photocopy ; 103 x 62 cm., folded to 31 x 20 cm.","costCenters":[],"links":[{"id":161221,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":19561,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1995/0461/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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M.","contributorId":71219,"corporation":false,"usgs":true,"family":"O’Reilly","given":"A.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":207223,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Phelps, G. G.","contributorId":82346,"corporation":false,"usgs":true,"family":"Phelps","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":207224,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bradner, L. A.","contributorId":21925,"corporation":false,"usgs":true,"family":"Bradner","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":207222,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":44885,"text":"wri954093 - 1995 - Water-surface profile and flood boundaries for the computed 100-year flood, Rosebud Creek, Northern Cheyenne Indian Reservation, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:04:56","indexId":"wri954093","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-4093","title":"Water-surface profile and flood boundaries for the computed 100-year flood, Rosebud Creek, Northern Cheyenne Indian Reservation, Montana","docAbstract":"Hydrologic and hydraulic evaluations of Rosebud Creek were made to determine the magnitude of the 100-year flood and the extent of flooding that would occur as the result of this flood. The magnitude of the 100-year flood was determined to range from 2,620 to 3,980 ft3/s, depending on location. Field surveys were made at 149 cross sections along a 39-mile reach of Rosebud Creek. An additional 33 cross sections along the same reach were synthesized. Data from the surveys were used to calculate the water-surface elevation at each cross section using a computer program (WSPRO) developed by the U.S. Geological Survey. The water-surface profile of the computed 100-year flood elevations was then drawn. The profile also shows the streambed elevation and the location of the bridges and cross sections. The computed 100-year flood elevation at each cross section was used to delineate the width of the flood plain at that section. Flood boundaries between cross sections were interpolated using contour lines on topographic maps.","language":"ENGLISH","doi":"10.3133/wri954093","usgsCitation":"Omang, R.J., 1995, Water-surface profile and flood boundaries for the computed 100-year flood, Rosebud Creek, Northern Cheyenne Indian Reservation, Montana: U.S. Geological Survey Water-Resources Investigations Report 95-4093, 1 map on 2 sheets : col. ; sheets 89 x 94 cm. and 97 x 90 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/wri954093.","productDescription":"1 map on 2 sheets : col. ; sheets 89 x 94 cm. and 97 x 90 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":134565,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":82241,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1995/4093/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":82242,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1995/4093/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d66","contributors":{"authors":[{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":230617,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28412,"text":"wri954238 - 1995 - Results of ground-water, surface-water, and water-chemistry monitoring, Black Mesa area, northeastern Arizona, 1994","interactions":[],"lastModifiedDate":"2022-12-22T20:11:53.271562","indexId":"wri954238","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-4238","title":"Results of ground-water, surface-water, and water-chemistry monitoring, Black Mesa area, northeastern Arizona, 1994","docAbstract":"The Black Mesa monitoring program is designed to document long-term effects of ground-water pumping from the N aquifer by industrial and municipal users. The N aquifer is the major source of water in the 5,400-square-mile Black Mesa area, and the ground water occurs under confined and unconfined conditions. Monitoring activities include continuous and periodic measurements of (1) ground-water pumpage from the confined and unconfined areas of the aquifer, (2) ground-water levels in the confined and unconfined areas of the aquifer, (3) surface-water discharge, and (4) chemistry of the ground water and surface water.  In 1994, ground-water withdrawals for industrial and municipal use totaled about 7,000 acre-feet, which is an 8-percent increase from the previous year. Pumpage from the confined part of the aquifer increased by about 9 percent to 5,400 acre-feet, and pumpage from the unconfined part of the aquifer increased by about 2 percent to 1,600 acre-feet. Water-level declines in the confined area during 1994 were recorded in 10 of 16 wells, and the median change was a decline of about 2.3 feet as opposed to a decline of 3.3 feet for the previous year. The median change in water levels in the unconfined area was a rise of 0.1 foot in 1994 as opposed to a decline of 0.5 foot in 1993.  Measured low-flow discharge along Moenkopi Wash decreased from 3.0 cubic feet per second in 1993 to 2.9 cubic feet per second in 1994. Eleven low-flow measurements were made along Laguna Creek between Tsegi, Arizona, and Chinle Wash to determine the amount of discharge that would occur as seepage from the N aquifer under optimal base-flow conditions. Discharge was 5.6 cubic feet per second near Tsegi and 1.5 cubic feet per second above the confluence with Chinle Wash. Maximum discharge was 5.9 cubic feet per second about 4 miles upstream from Dennehotso. Discharge was measured at three springs. The changes in discharge at Burro and Whisky Springs were small and within the uncertainty of measurement. Discharge at Moenkopi School Spring decreased from 14.6 gallons per minute in 1993 to 12.9 gallons per minute in 1994.  Regionally long-term water-chemistry data for wells and springs have shown no discernible change. A recent gradual increase in concentrations of dissolved solids, sulfate, and chloride in water from Forest Lake NTUA 1, however, indicates that, locally, water from the D aquifer may be mixing with water from the N aquifer.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri954238","usgsCitation":"Littin, G.R., and Monroe, S.A., 1995, Results of ground-water, surface-water, and water-chemistry monitoring, Black Mesa area, northeastern Arizona, 1994: U.S. Geological Survey Water-Resources Investigations Report 95-4238, iv, 25 p., https://doi.org/10.3133/wri954238.","productDescription":"iv, 25 p.","costCenters":[],"links":[{"id":410963,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48321.htm","linkFileType":{"id":5,"text":"html"}},{"id":57216,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4238/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159277,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4238/report-thumb.jpg"}],"country":"United States","state":"Arizona","otherGeospatial":"Black Mesa area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -111,\n              36.9069\n            ],\n            [\n              -111,\n              35.6283\n            ],\n            [\n              -109.7142,\n              35.6283\n            ],\n            [\n              -109.7142,\n              36.9069\n            ],\n            [\n              -111,\n              36.9069\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47a0e4b07f02db493d7e","contributors":{"authors":[{"text":"Littin, G. R.","contributorId":95924,"corporation":false,"usgs":true,"family":"Littin","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199753,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Monroe, S. A.","contributorId":90346,"corporation":false,"usgs":true,"family":"Monroe","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199752,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27185,"text":"wri954091 - 1995 - Geohydrology and simulation of ground-water flow near Los Alamos, north-central New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri954091","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-4091","title":"Geohydrology and simulation of ground-water flow near Los Alamos, north-central New Mexico","docAbstract":"An existing model was modified in recognition of new \r\ngeohydrologic interpretations and adjusted to simulate \r\nhydrographs in well fields in the Los Alamos area. Hydraulic-head\r\ndrawdowns at the Buckman well field resulting from two projected\r\nground-water-withdrawal alternatives were estimated with the \r\nmodified model.\r\n\r\n     The Chaquehui formation (informal usage) is the main new \r\nfeature of recent hydrologic interpretations for the Los Alamos \r\narea. The Chaquehui occupies a 'channel' that was eroded or \r\nfaulted into the Tesuque Formation, and the Chaquehui is more \r\npermeable than the Tesuque. The Chaquehui is a major producing \r\nzone in the Pajarito Mesa well field and to a lesser extent in\r\nthe Guaje well field.\r\n\r\n     Model modification included splitting the four layers of the\r\nMcAda-Wasiolek model (McAda, D.P., and Wasiolek, Maryann, 1988, \r\nSimulation of the regional geohydrology of the Tesuque aquifer \r\nsystem near Santa Fe, New Mexico: U.S. Geological Survey Water-\r\nResources Investigations Report 87-4056, 71 p.) into eight layers\r\nto better simulate vertical ground-water movement. Other model \r\nmodifications were limited as much as possible to the area of \r\ninterest near Los Alamos and consisted mainly of adjusting \r\nhydraulic-conductivity values representing the Tesuque Formation,\r\nChaquehui formation (informal usage), and Puye Formation, and \r\nadjusting simulated recharge along the Pajarito Fault Zone west \r\nof Los Alamos. Adjustments were based mainly on simulation of \r\nfluctuations in measured hydraulic heads near Los Alamos.\r\n\r\n     Two possible alternative plans for replacing Guaje well field \r\nproduction were suggested by Los Alamos National Laboratory. In \r\nthe first plan (Guaje alternative), the Guaje field would be \r\nrenewed with four new wells replacing the existing production \r\nwells in the Guaje field. In the second plan (Pajarito-Otowi \r\nalternative), the Guaje well field would be retired and its\r\nformer production would be made up by additional withdrawals from the \r\nPajarito Mesa and Otowi well fields. A projection for each of \r\nthese alternatives was made through 2012 using the new eight-\r\nlayer model. In the Guaje field, projected hydraulic heads at the\r\nend of 2012 were as much as 50 feet lower with the Guaje \r\nalternative; in the Pajarito Mesa field, hydraulic heads were as\r\nmuch as 12 feet higher with the Guaje alternative. At the western\r\nend of the Los Alamos well field, projected hydraulic heads were\r\nabout 20 feet higher with the Guaje alternative; at the eastern \r\nend of the Los Alamos field, the difference between alternatives\r\nwas much less. At the Buckman field, projected hydraulic heads \r\nwere about 2 feet higher with the Guaje alternative because the \r\nBuckman field is closer to the Pajarito Mesa field than to the \r\nGuaje field. \r\n\r\n     Ways of improving the understanding of the flow system \r\ninclude developing a more accurate representation of the \r\nstructure and extent of the Tesuque Formation, Chaquehui \r\nformation, and Puye Formation of the Santa Fe Group and obtaining\r\nmore detailed geologic and hydrologic data for the Chaquehui and\r\nPuye. Data that describe water chemistry, hydraulic head, and \r\ndegree of saturation would be valuable for determining the \r\nlocation and quantity of recharge on the Pajarito Plateau, \r\nespecially along the west side of the Plateau and in canyon \r\nbottoms. Chloride concentrations in soil at the top of the \r\nBandelier Tuff could be used to verify the concept that \r\nevapotranspiration accounts for nearly all precipitation over a \r\nlarge area of the plateau.","language":"ENGLISH","publisher":"U.S. Geological Survey, [Water Resources Division, New Mexico District] ;\r\nCan be purchased from U.S. Geological Survey, Earth Science Information Center, Open-File Reports Section,","doi":"10.3133/wri954091","usgsCitation":"Frenzel, P.F., 1995, Geohydrology and simulation of ground-water flow near Los Alamos, north-central New Mexico: U.S. Geological Survey Water-Resources Investigations Report 95-4091, vi, 92 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri954091.","productDescription":"vi, 92 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124047,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4091/report-thumb.jpg"},{"id":56059,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4091/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c49","contributors":{"authors":[{"text":"Frenzel, P. F.","contributorId":98726,"corporation":false,"usgs":true,"family":"Frenzel","given":"P.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197706,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26872,"text":"wri954138 - 1995 - Results of a shallow seismic-refraction survey in the Little Valley area near Hemet, Riverside County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri954138","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-4138","title":"Results of a shallow seismic-refraction survey in the Little Valley area near Hemet, Riverside County, California","docAbstract":"Little Valley, a small locally named valley southeast of the city of Hemet in Riverside County, California, is being evaluated for development of a constructed wetland and infiltration area as part of a water-resources management program in the area. The valley is a granitic basin filled with unconsolidated material. In August 1993 and June and July 1994, the U.S. Geological Survey conducted a seismic-refraction survey consisting of four lines northwest of the valley, eight lines in the valley, and six lines northeast of the valley. Two interpretations were made for the lines: a two-layer model yielded an estimate of the minimum depths to bedrock and a three-layer model yielded the most likely depths to bedrock. Results of the interpretation of the three-layer model indicate that the unsaturated unconsolidated surface layer ranges in thickness from 12 to 83 feet in the valley and 24 to 131 feet northeast of the valley. The mean compressional velocity for this layer was about 1,660 feet per second. A saturated middle layer was detected in some parts of the study area, but not in others--probably because of insufficient thickness in some places; however, in order to determine the &quot;most likely&quot; depths to bedrock, it was assumed that the layer was present throughout the valley. Depths to this layer were verified on three seismic lines using the water level from the only well in the valley. Data for additional verification were not available for wells near Little Valley. The bedrock slope from most of Little Valley is down toward the northeast. Bedrock profiles show that the bedrock surface is very uneven in the study area. The interpreted most likely depth to bedrock in the valley ranged from land surface (exposed) to a depth of 176 feet below land surface, and northeast of the valley it ranged from 118 to 331 feet below land surface. Bedrock depths were verified using lithologic logs from test holes drilled previously in the area. On the basis of a measured mean compressional velocity of about 12,000 feet per second, the bedrock was interpreted to be weathered granite.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nFor sale by Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954138","usgsCitation":"Duell, L., 1995, Results of a shallow seismic-refraction survey in the Little Valley area near Hemet, Riverside County, California: U.S. Geological Survey Water-Resources Investigations Report 95-4138, v, 13 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri954138.","productDescription":"v, 13 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157919,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4138/report-thumb.jpg"},{"id":55765,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4138/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60eedb","contributors":{"authors":[{"text":"Duell, L. F. Jr.","contributorId":39009,"corporation":false,"usgs":true,"family":"Duell","given":"L. F.","suffix":"Jr.","affiliations":[],"preferred":false,"id":197161,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27438,"text":"wri944145 - 1995 - Evaluation of ground-water flow and hydrologic budget for Lake Five-O, a seepage lake in northwestern Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri944145","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"94-4145","title":"Evaluation of ground-water flow and hydrologic budget for Lake Five-O, a seepage lake in northwestern Florida","docAbstract":"Temporal and spatial distributions of ground-water inflow to, and leakage from Lake Five-O, a softwater, seepage lake in northwestern Florida, were evaluated using hydrologic data and simulation models of the shallow ground-water system adjacent to the lake. The simulation models indicate that ground-water inflow to the lake and leakage from the lake to the ground-water system are the dominant components in the total inflow (precipitation plus ground-water inflow) and total outflow (evaporation plus leakage) budgets of Lake Five-O. Simlulated ground-water inflow and leakage were approximately 4 and 5 times larger than precipitation inputs and evaporative losses, respectively, during calendar years 1989-90. Exchanges of water between Lake Five-O and the ground-water system were consistently larger than atmospheric-lake exchanges. A consistent pattern of shallow ground-water inflow and deep leakage was also evident throughout the study period. The mean time of travel from ground-water that discharges at Lake Five-O (time from recharge at the water table to discharge at the lake) was estimated to be within a range of 3 to 6 years. Flow-path evaluations indicated that the intermediate confining unit probably has a negligible influence on the geochemistry of ground-water inflow to Lake Five-O. The hydrologic budgets and flow-path evaluations provide critical information for developing geochemical budgets for Lake Five-O and for improving the understanding of the relative importance of various processes that regulate the acid-neutralizing capacity of softwater seepage lakes in Florida.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri944145","usgsCitation":"Grubbs, J.W., 1995, Evaluation of ground-water flow and hydrologic budget for Lake Five-O, a seepage lake in northwestern Florida: U.S. Geological Survey Water-Resources Investigations Report 94-4145, vi, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri944145.","productDescription":"vi, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2122,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri944145","linkFileType":{"id":5,"text":"html"}},{"id":123720,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_94_4145.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688d3d","contributors":{"authors":[{"text":"Grubbs, J. W.","contributorId":77139,"corporation":false,"usgs":true,"family":"Grubbs","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198121,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29680,"text":"wri954128 - 1995 - Water Budget for the Island of Kauai, Hawaii","interactions":[],"lastModifiedDate":"2012-03-08T17:16:15","indexId":"wri954128","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-4128","title":"Water Budget for the Island of Kauai, Hawaii","docAbstract":"A geographic information system model was created to calculate a monthly water budget for the island of Kauai. Ground-water recharge is the residual component of a monthly water budget calculated using long-term average rainfall, streamflow, and pan-evaporation data, applied irrigation-water estimates, and soil characteristics. The water-budget components are defined seasonally, through the use of the monthly water budget, and spatially by aquifer-system areas, through the use of the geographic information system model.\r\n\r\nThe mean annual islandwide water-budget totals are 2,720 Mgal/d for rainfall plus irrigation; 1,157 Mgal/d for direct runoff; 911 Mgal/d for actual evapotranspiration; and 652 Mgal/d for ground-water recharge. Direct runoff is 43 percent, actual evapotranspiration is 33 percent, and ground-water recharge is 24 percent of rainfall plus irrigation. Ground-water recharge in the natural land-use areas is spatially distributed in a pattern similar to the rainfall distribution.\r\n\r\nDistinct seasonal variations in the water-budget components are apparent from the monthly water-budget calculations. Rainfall and ground-water recharge peak during the wet winter months with highs in January of 3,698 Mgal/d (million gallons per day) and 981 Mgal/d, respectively; a slight peak in July and August relative to June and September is caused by increased orographic rainfall. Recharge is lowest in June (454 Mgal/d) and November (461 Mgal/d).","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri954128","usgsCitation":"Shade, P.J., 1995, Water Budget for the Island of Kauai, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 95-4128, iv, 25 p., https://doi.org/10.3133/wri954128.","productDescription":"iv, 25 p.","costCenters":[{"id":525,"text":"Pacific Islands Water Science Center","active":true,"usgs":true}],"links":[{"id":160429,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4128/report-thumb.jpg"},{"id":58508,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4128/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd42b","contributors":{"authors":[{"text":"Shade, Patricia J.","contributorId":30618,"corporation":false,"usgs":true,"family":"Shade","given":"Patricia","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201944,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30269,"text":"wri954179 - 1995 - Application of a sediment-transport model to estimate bridge scour at selected sites in Colorado, 1991-93","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri954179","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-4179","title":"Application of a sediment-transport model to estimate bridge scour at selected sites in Colorado, 1991-93","docAbstract":"A bridge-scour study by the U.S. Geological Survey, in cooperation with the Colorado Department of Transportation, was begun in 1991 to evaluate bridges in the State for potential scour during floods. A part of that study was to apply a computer model for sediment-transport routing to simulate channel aggradation or degradation and pier scour during floods at three bridge sites in Colorado. Stream-channel reaches upstream and downstream from the bridges were simulated using the Bridge Stream Tube model for Alluvial River Simulation (BRI-STARS). Synthetic flood hydrographs for the 500-year floods were developed for Surveyor Creek near Platner and for the Rio Grande at Wagon Wheel Gap. A part of the recorded mean daily hydrograph for the peak flow of record was used for the Yampa River near Maybell. The recorded hydrograph for the peak flow of record exceeded the computed 500-year-flood magnitude for this stream by about 22 percent. Bed-material particle-size distributions were determined from samples collected at Surveyor Creek and the Rio Grande. Existing data were used for the Yampa River. The model was used to compute a sediment-inflow hydrograph using particle-size data collected and a specified sediment-transport equation at each site. Particle sizes ranged from less than 0.5 to 16 millimeters for Surveyor Creek, less than 4 to 128 millimeters for the Yampa River, and 22.5 to 150 millimeters for the Rio Grande. Computed scour at the peak steamflows ranged from -2.32 feet at Surveyor Creek near Platner to +0.63 foot at the Rio Grande at Wagon Wheel Gap. Pier- scour depths computed at the peak streamflows ranged from 4.46 feet at the Rio Grande at Wagon Wheel Gap to 5.94 feet at the Yampa River near Maybell. The number of streamtubes used in the model varied at each site.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey :\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954179","usgsCitation":"Vaill, J.E., 1995, Application of a sediment-transport model to estimate bridge scour at selected sites in Colorado, 1991-93: U.S. Geological Survey Water-Resources Investigations Report 95-4179, iii, 37 p. :ill., map ;28 cm., https://doi.org/10.3133/wri954179.","productDescription":"iii, 37 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4179/report-thumb.jpg"},{"id":59055,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4179/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67ab93","contributors":{"authors":[{"text":"Vaill, J. E.","contributorId":86362,"corporation":false,"usgs":true,"family":"Vaill","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202962,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29522,"text":"wri954090 - 1995 - The use of three-parameter rating table lookup programs, RDRAT and PARM3, in hydraulic flow models","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri954090","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"95-4090","title":"The use of three-parameter rating table lookup programs, RDRAT and PARM3, in hydraulic flow models","docAbstract":"Subroutines RDRAT and PARM3 enable computer programs such as the BRANCH open-channel unsteady-flow model to route flows through or over combinations of critical-flow sections, culverts, bridges, road- overflow sections, fixed spillways, and(or) dams. The subroutines also obstruct upstream flow to simulate operation of flapper-type tide gates. A multiplier can be applied by date and time to simulate varying numbers of tide gates being open or alternative construction scenarios for multiple culverts. The subroutines use three-parameter (headwater, tailwater, and discharge) rating table lookup methods. These tables may be manually prepared using other programs that do step-backwater computations or compute flow through bridges and culverts or over dams. The subroutine, therefore, precludes the necessity of incorporating considerable hydraulic computational code into the client program, and provides complete flexibility for users of the model for routing flow through almost any affixed structure or combination of structures. The subroutines are written in Fortran 77 language, and have minimal exchange of information with the BRANCH model or other possible client programs. The report documents the interpolation methodology, data input requirements, and software.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954090","usgsCitation":"Sanders, C., 1995, The use of three-parameter rating table lookup programs, RDRAT and PARM3, in hydraulic flow models: U.S. Geological Survey Water-Resources Investigations Report 95-4090, iii, 17 p. :ill. ;28 cm., https://doi.org/10.3133/wri954090.","productDescription":"iii, 17 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159668,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4090/report-thumb.jpg"},{"id":58362,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4090/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62f3e5","contributors":{"authors":[{"text":"Sanders, C.L. Jr.","contributorId":57496,"corporation":false,"usgs":true,"family":"Sanders","given":"C.L.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":201658,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27290,"text":"wri944154 - 1995 - The distribution of bromide in water in the Floridan aquifer system, Duval County, northeastern Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri944154","displayToPublicDate":"1996-07-01T00:00:00","publicationYear":"1995","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":"94-4154","title":"The distribution of bromide in water in the Floridan aquifer system, Duval County, northeastern Florida","docAbstract":"Although Duval County, Florida, has ample ground-water resources for public supply, the potential exists for a problem with excessive disinfectant by-products. These disinfectant by-products result from the treatment of raw water containing low concentrations of bromide and naturally occurring organic compounds. Because of this potential problem, the relation of bromide concentrations to aquifer tapped, well location and depth, and chemical characteristics of water in the Floridan aquifer system underlying Duval County were studied to determine if these relations could be applied to delineate water with low-bromide concentrations for future supplies. \r\n\r\nIn 1992, water samples from 106 wells that tap the Floridan aquifer system were analyzed for bromide and major dissolved constituents. A comparison of bromide concentrations from the 1992 sampling with data from earlier studies (1979-80) indicates that higher bromide concentrations were detected during the earlier studies. The difference between the old and new data is probably because of a change in analytical methodology in the analysis of samples. \r\n\r\nBromide concentrations exceeded the detection limit (0.10 milligrams per liter) in water from 28 of the 106 wells (26 percent) sampled in 1992. The maximum concentration was 0.56 milligrams per liter. There were no relations between bromide and major dissolved constituents, well depth, or aquifer tapped that would be useful for determining bromide concentrations. Areal patterns of bromide occurrence are not clearly defined, but areas with relatively high bromide concentrations tend to be located in a triangular area near the community of Sunbeam, Florida, and along the St. Johns River throughout Duval County.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri944154","usgsCitation":"German, E.R., and Taylor, G., 1995, The distribution of bromide in water in the Floridan aquifer system, Duval County, northeastern Florida: U.S. Geological Survey Water-Resources Investigations Report 94-4154, iv, 22 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri944154.","productDescription":"iv, 22 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2182,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri944154","linkFileType":{"id":5,"text":"html"}},{"id":158772,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db648572","contributors":{"authors":[{"text":"German, E. R.","contributorId":86315,"corporation":false,"usgs":true,"family":"German","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197861,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Taylor, G.F.","contributorId":6486,"corporation":false,"usgs":true,"family":"Taylor","given":"G.F.","email":"","affiliations":[],"preferred":false,"id":197860,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}