{"pageNumber":"4619","pageRowStart":"115450","pageSize":"25","recordCount":165605,"records":[{"id":26527,"text":"wri844178 - 1984 - Application of the U.S. Geological Survey's precipitation-runoff modeling system to the Prairie Dog Creek basin, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri844178","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4178","title":"Application of the U.S. Geological Survey's precipitation-runoff modeling system to the Prairie Dog Creek basin, southeastern Montana","docAbstract":"The U.S. Geological Survey 's precipitation-runoff modeling system was tested using 2 year 's data for the daily mode and 17 storms for the storm mode from a basin in southeastern Montana. Two hydrologic response unit delineations were studied. The more complex delineation did not provide superior results. In this application, the optimum numbers of hydrologic response units were 16 and 18 for the two alternatives. The first alternative with 16 units was modified to facilitate interfacing with the storm mode. A parameter subset was defined for the daily mode using sensitivity analysis. Following optimization, the simulated hydrographs approximated the observed hydrograph during the first year, a year of large snowfall. More runoff was simulated than observed during the second year. There was reasonable correspondence between the observed snowpack and the simulated snowpack the first season but poor the second. More soil moisture was withdrawn than was indicated by soil moisture observations. Optimization of parameters in the storm mode resulted in much larger values than originally estimated, commonly larger than published values of the Green and Ampt parameters. Following optimization, variable results were obtained. The results obtained are probably related to inadequate representation of basin infiltration characteristics and to precipitation variability. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844178","usgsCitation":"Cary, L.E., 1984, Application of the U.S. Geological Survey's precipitation-runoff modeling system to the Prairie Dog Creek basin, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4178, vi, 95 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844178.","productDescription":"vi, 95 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124148,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4178/report-thumb.jpg"},{"id":55389,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4178/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a6da","contributors":{"authors":[{"text":"Cary, L. E.","contributorId":47369,"corporation":false,"usgs":true,"family":"Cary","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196556,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26745,"text":"wri844084 - 1984 - Cost-effectiveness of the US Geological Survey stream-gaging program in Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4084","title":"Cost-effectiveness of the US Geological Survey stream-gaging program in Arkansas","docAbstract":"This report documents the results of the cost-effectiveness of the stream-gaging program in Arkansas. Data uses and funding sources were identified for the daily-discharge stations. All daily-discharge stations were found to be in one or more data use categories, and none were candidates for alternate methods which would result in discontinuation or conversion to a partial record station. The cost for operation of daily-discharge stations and routing costs to partial record stations, crest gages, pollution control stations as well as seven recording ground-water stations was evaluated in the Kalman-Filtering Cost-Effective Resource allocation (K-CERA) analysis. This operation under current practices requires a budget of $292,150. The average standard error of estimate of streamflow record for the Arkansas District was analyzed at 33 percent.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844084","usgsCitation":"Darling, M., and Lamb, T., 1984, Cost-effectiveness of the US Geological Survey stream-gaging program in Arkansas: U.S. Geological Survey Water-Resources Investigations Report 84-4084, v, 62 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844084.","productDescription":"v, 62 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4084/report-thumb.jpg"},{"id":55622,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4084/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683cb2","contributors":{"authors":[{"text":"Darling, M.E.","contributorId":82355,"corporation":false,"usgs":true,"family":"Darling","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":196927,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":196926,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26765,"text":"wri844023 - 1984 - Ground-water resources of the Mattapoisett River aquifer, Plymouth County, Massachusetts: Summary for water-resource managers","interactions":[],"lastModifiedDate":"2022-02-18T21:50:09.612808","indexId":"wri844023","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4023","title":"Ground-water resources of the Mattapoisett River aquifer, Plymouth County, Massachusetts: Summary for water-resource managers","docAbstract":"Proposed increases in municipal pumpage in the Mattapoisett River valley will triple ground-water withdrawals in the next two decades. Because of State and local concern about the long-term effects of these withdrawals on ground-water levels and streamflow, a digital ground-water-flow model was developed to assist water-resource management. Ten development scenarios representing existing and proposed withdrawals were simulated using drought conditions. Under conditions simulating 1965, the driest year of record, predicted water levels in the aquifer are as much as 9 feet lower than average. Under severely dry conditions, simulating only enough recharge to keep the river flowing with no pumping, the predicted water levels are as much as 19 feet lower than average. During the greatest pumping demands, the predicted drawdown in five wells could cause well failure. Simulated pumping demands in six scenarios use all available ground-water discharge. Under severely dry conditions, it is predicted that the downstream half of the river will stop flowing under most pumping plans. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844023","usgsCitation":"De Lima, V., and Olimpio, J.C., 1984, Ground-water resources of the Mattapoisett River aquifer, Plymouth County, Massachusetts: Summary for water-resource managers: U.S. Geological Survey Water-Resources Investigations Report 84-4023, iii, 56 p., https://doi.org/10.3133/wri844023.","productDescription":"iii, 56 p.","costCenters":[],"links":[{"id":396205,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35926.htm"},{"id":55654,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4023/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4023/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","county":"Plymouth County","otherGeospatial":"Mattapoisett River aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -70.9,\n              41.656\n            ],\n            [\n              -70.833,\n              41.656\n            ],\n            [\n              -70.833,\n              41.779\n            ],\n            [\n              -70.9,\n              41.779\n            ],\n            [\n              -70.9,\n              41.656\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a7ff","contributors":{"authors":[{"text":"De Lima, Virginia","contributorId":91888,"corporation":false,"usgs":true,"family":"De Lima","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":196963,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Olimpio, Julio C.","contributorId":93877,"corporation":false,"usgs":true,"family":"Olimpio","given":"Julio","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196964,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27752,"text":"wri844168 - 1984 - Ground-water availability along the Blue Ridge Parkway, Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri844168","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4168","title":"Ground-water availability along the Blue Ridge Parkway, Virginia","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844168","usgsCitation":"Hopkins, H.T., 1984, Ground-water availability along the Blue Ridge Parkway, Virginia: U.S. Geological Survey Water-Resources Investigations Report 84-4168, vi, 154 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844168.","productDescription":"vi, 154 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118735,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4168/report-thumb.jpg"},{"id":56597,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4168/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d390","contributors":{"authors":[{"text":"Hopkins, H. T.","contributorId":35749,"corporation":false,"usgs":true,"family":"Hopkins","given":"H.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":198640,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28167,"text":"wri844078 - 1984 - Appraisal of the water resources of the eastern part of the Tulare aquifer, Beadle, Hand, and Spink Counties, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844078","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4078","title":"Appraisal of the water resources of the eastern part of the Tulare aquifer, Beadle, Hand, and Spink Counties, South Dakota","docAbstract":"A system of glacial outwash aquifers lie in the central James Valley in east-central South Dakota. Within this system, the eastern part of the Tulare aquifer, which has an area of approximately 681 square miles, was simulated by means of a numerical ground-water flow model. The model estimates the yearly average recharge rate for that part of the aquifer lying west of the James River to be approximately 23,000 acre-feet per year. This rate is considerably more than the estimated 1978 yearly average irrigation pumpage rate of 9,800 acre-feet per year. It is expected that, since pumping will reduce discharge from the aquifer through evapotranspiration and flow to the James River, this part of the aquifer would be able to supply irrigation water at recent pumpage rates for an indefinite period. For that part of the aquifer lying east of the river, estimated recharge is 6,800 acre-feet per year; a rate slightly smaller than the estimated 1978 yearly average irrigation pumpage rate of 7,200 acre-feet per year. It is estimated that this part of the aquifer would be able to supply irrigation water at 7,200 acre-feet per year for approximately 50 years, at which time excessive drawdown would begin to cause reduced well yields at several locations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Section, Western Distribution Branch, USGS [distributor],","doi":"10.3133/wri844078","usgsCitation":"Kuiper, L., 1984, Appraisal of the water resources of the eastern part of the Tulare aquifer, Beadle, Hand, and Spink Counties, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 84-4078, v, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844078.","productDescription":"v, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4078/report-thumb.jpg"},{"id":57001,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a31b","contributors":{"authors":[{"text":"Kuiper, L.K.","contributorId":34557,"corporation":false,"usgs":true,"family":"Kuiper","given":"L.K.","email":"","affiliations":[],"preferred":false,"id":199325,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28129,"text":"wri834197 - 1984 - Preliminary estimate of possible flood elevations in the Columbia River at Trojan Nuclear Power Plant due to failure of debris dam blocking Spirit Lake, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri834197","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4197","title":"Preliminary estimate of possible flood elevations in the Columbia River at Trojan Nuclear Power Plant due to failure of debris dam blocking Spirit Lake, Washington","docAbstract":"Failure of the debris dam, blocking the outflow of Spirit Lake near Mount St. Helens, could result in a mudflow down the Toutle and Cowlitz Rivers into the Columbia River. Flood elevations at the Trojan Nuclear Power Plant on the Columbia River, 5 mi upstream from the Cowlitz River, were simulated with a hydraulic routing model. The simulations are made for four Columbia River discharges in each of two scenarios, one in which Columbia River floods coincide with a mudflow and the other in which Columbia River floods follow a mudflow sediment deposit upstream from the Cowlitz River. In the first scenario, Manning 's roughness coefficients for clear water and for mudflow in the Columbia River are used; in the second scenario only clear water coefficients are used. The grade elevation at the power plant is 45 ft above sea level. The simulated elevations exceed 44 ft if the mudflow coincides with a Columbia River discharge that has a recurrence interval greater than 10 years (610,000 cu ft/sec); the mudflow is assumed to extend downstream from the Cowlitz River to the mouth of the Columbia River, and Manning 's roughness coefficients for a mudflow are used. The simulated elevation is 32 ft if the mudflow coincides with a 100-yr flood (820,000 cu ft/sec) and clear-water Manning 's coefficients are used throughout the entire reach of the Columbia River. The elevations exceed 45 ft if a flow exceeding the 2-yr peak discharge in the Columbia River (410,000 cu ft/sec) follows the deposit of 0.5 billion cu yd of mudflow sediment upstream of the Cowlitz River before there has been any appreciable scour or dredging of the deposit. In this simulation it is assumed that: (1) the top of the sediment deposited in the Columbia River is at an elevation of 30 ft at the mouth of the Cowlitz River, (2) the surface elevation of the sediment deposit decreases in an upstream direction at a rate of 2.5 ft/mi, and (3) clear water Manning 's coefficients apply to the entire modeled reach of the Columbia River. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834197","usgsCitation":"Kresch, D., and Laenen, A., 1984, Preliminary estimate of possible flood elevations in the Columbia River at Trojan Nuclear Power Plant due to failure of debris dam blocking Spirit Lake, Washington: U.S. Geological Survey Water-Resources Investigations Report 83-4197, iv, 11 p. :map ;28 cm., https://doi.org/10.3133/wri834197.","productDescription":"iv, 11 p. :map ;28 cm.","costCenters":[],"links":[{"id":158616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4197/report-thumb.jpg"},{"id":56962,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4197/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699d45","contributors":{"authors":[{"text":"Kresch, D. L.","contributorId":52559,"corporation":false,"usgs":true,"family":"Kresch","given":"D. L.","affiliations":[],"preferred":false,"id":199267,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laenen, Antonius","contributorId":107673,"corporation":false,"usgs":true,"family":"Laenen","given":"Antonius","email":"","affiliations":[],"preferred":false,"id":199268,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27149,"text":"wri834125 - 1984 - Hydrogeology of a low-level radioactive-waste disposal site near Sheffield, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri834125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4125","title":"Hydrogeology of a low-level radioactive-waste disposal site near Sheffield, Illinois","docAbstract":"The Sheffield low-level radioactive-waste facility is located on 20 acres of rolling terrain 3 miles southwest of Sheffield, Illinois. The shallow hydrogeologic system is composed of glacial sediments. Pennsylvania shale and mudstone bedrock isolate the regional aquifers below from the hydrogeologic system in the overlying glacial deposits. Pebbly sand underlies 67 percent of the site. Two ground-water flow paths were identified. The primary path conveys ground water from the site to the east through the pebbly-sand unit; a secondary path conveys ground water to the south and east through less permeable material. The pebbly-sand unit provides an underdrain that eliminates the risk of water rising into the trenches. Digital computer model results indicate that the pebbly-sand unit controls ground-water movement. Tritium found migrating in ground water in the southeast corner of the site travels approximately 25 feet per year. A group of water samples from wells which contained the highest tritium concentrations had specific conductivities, alkalinities, hardness, and chloride, sulfate, calcium, and magnesium contents higher than normal for local shallow ground water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834125","usgsCitation":"Foster, J., Erickson, J., and Healy, R.W., 1984, Hydrogeology of a low-level radioactive-waste disposal site near Sheffield, Illinois: U.S. Geological Survey Water-Resources Investigations Report 83-4125, viii, 83 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834125.","productDescription":"viii, 83 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2120,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=83-4125","linkFileType":{"id":5,"text":"html"}},{"id":121965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4125/report-thumb.jpg"},{"id":56030,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4125/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db6246cc","contributors":{"authors":[{"text":"Foster, J.B.","contributorId":12040,"corporation":false,"usgs":true,"family":"Foster","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":197639,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Erickson, J.R.","contributorId":66689,"corporation":false,"usgs":true,"family":"Erickson","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":197640,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Healy, R. W.","contributorId":89872,"corporation":false,"usgs":true,"family":"Healy","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197641,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28444,"text":"wri834181 - 1984 - Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri834181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4181","title":"Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80","docAbstract":"Rainfall, runoff, and water quality data were collected at nine urban watersheds in the Tampa Bay area from 1975 to 1980. Watershed drainage area ranged from 0.34 to 0.45 sq mi. Land use was mixed. Development ranged from a mostly residential watershed with a 19% impervious surface, to a commercial-residential watershed with a 61% impervious surface. Average biochemical oxygen demand concentrations of base flow at two sites and of stormwater runoff at five sites exceeded treated sewage effluent standards. Average coliform concentrations of stormwater runoff at all sites were several orders of magnitude greater than standards for Florida Class III receiving water (for recreation or propagation and management of fish and wildlife). Average concentrations of lead and zinc in stormwater runoff were consistently higher than Class III standards. Stormwater-runoff loads and base-flow concentrations of biochemical oxygen demand, chemical oxygen demand, total nitrogen, total organic nitrogen, total phosphorus, and lead were related to runoff volume, land use, urban development, and antecedent daily rainfall by multiple linear regression. Stormwater-runoff volume was related to pervious area, hydraulically connected impervious surfaces, storm rainfall, and soil-infiltration index. Base-flow daily discharge was related to drainage area and antecedent daily rainfall. The flow regression equations of this report were used to compute 1979 water-year loads of biochemical oxygen demand, chemical oxygen demand, total nitrogen, total organic nitrogen, total phosphorus , and total lead for the nine Tampa Bay area urban watersheds. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834181","usgsCitation":"Lopez, M.A., and Giovannelli, R., 1984, Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80: U.S. Geological Survey Water-Resources Investigations Report 83-4181, vi, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834181.","productDescription":"vi, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4181/report-thumb.jpg"},{"id":57245,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4181/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f388f","contributors":{"authors":[{"text":"Lopez, M. A.","contributorId":12493,"corporation":false,"usgs":true,"family":"Lopez","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199809,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Giovannelli, R.F.","contributorId":71985,"corporation":false,"usgs":true,"family":"Giovannelli","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":199810,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27588,"text":"wri834269 - 1984 - Numerical simulation of the High Plains regional aquifer, northwestern Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri834269","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4269","title":"Numerical simulation of the High Plains regional aquifer, northwestern Oklahoma","docAbstract":"The High Plains aquifer consists of the Tertiary Ogallala Formation and overlying Quaternary alluvium and terrace deposits together with parts of underlying rocks. Before extensive irrigation in the 1960's, recharge from precipitation was balanced by natural discharge. Baseflow was estimated as approximately 118 cubic feet per second in 1980. A finite-difference digital model simulated flow in the aquifer. Recharge was adjusted so that 1980 baseflow was 118 cubic feet per second. Recharge in the eastern half of the modeled area was 0.45 inch per year and one-half this value in the western half. Three hydraulic conductivity zones were used: 19.3 feet per day in the east; 16.2 feet per day in the center; and 8.28 feet per day in the west. A specific yield of 14.7 percent was used. The calibrated model gave a mean difference between predevelopment modeled and measured heads of -0.044 foot. Using 1980 pumping rates, the model was used to predict 1993 and 2020 water in storage and saturated thickness. The calculated water in storage , in million acre-feet, in 1941 (predevelopment) was 135.2; in 1980, 121.9; in 1993, 112.7; and in 2020, 96.2. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834269","usgsCitation":"Havens, J., and Christenson, S.C., 1984, Numerical simulation of the High Plains regional aquifer, northwestern Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4269, v, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834269.","productDescription":"v, 27 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126883,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4269/report-thumb.jpg"},{"id":56452,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56453,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56454,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56455,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56456,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56457,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56458,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56459,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56460,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4269/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db69682b","contributors":{"authors":[{"text":"Havens, J.S.","contributorId":12043,"corporation":false,"usgs":true,"family":"Havens","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":198373,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Christenson, S. C.","contributorId":98320,"corporation":false,"usgs":true,"family":"Christenson","given":"S.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198374,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28217,"text":"wri844096 - 1984 - Cost-effectiveness of the stream-gaging program in Alaska","interactions":[],"lastModifiedDate":"2023-12-26T22:30:57.614168","indexId":"wri844096","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4096","title":"Cost-effectiveness of the stream-gaging program in Alaska","docAbstract":"<p>This report documents the results of a study of the cost-effectiveness of the stream-gaging program in Alaska. Data uses and funding sources were identified for the 110 continuous stream-gaging stations that were being operated in September 1983 with a budget of about $1,700,000 per year.</p><p>However, for the purposes of the report, only 98 stations were included in the analysis of cost-effectiveness. The current policy for operation of the 98-station program required $1,539,000 (1983 dollars) per year, which results in an average standard error of estimate of streamflow records for open-water periods of 18.4 percent. This overall level of accuracy at the 98 sites could be maintained with a budget of approximately $1,440,000 if the scheduling of visits and allocation of funds to the stations were changed.</p><p>A minimum budget of $1,381,000 is required to operate the 98 stations; a budget less than this does not permit proper service and maintenance of the gages and recorders. At the minimum budget, the average standard error is 19.8 percent. Several other budgets were analyzed; the maximum budget analyzed was $2,500,000, which resulted in an average standard error of 11.9 percent.</p><p>A significant portion of the standard error is attributable to loss of gage-height record, which is used to compute open-water discharge records. If gage-height <br>record loss could be prevented, the average standard error&nbsp;could be reduced to 13.4 percent at the minimum operating budget of $1,381,000.</p><p>It was determined that the standard error of estimate of streamflow records could be reduced by changing some operational policies and by reducing the amount of <br>missing gage-height record. Since there is no method to determine standard errors of Alaska's winter records of streamflow, it was concluded that such a technique should be developed.</p><p>More than half of western Alaska was identified as having insufficient streamflow data. It is suggested that steps be undertaken to remedy this situation as funds become available.<br></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844096","usgsCitation":"Lamke, R., 1984, Cost-effectiveness of the stream-gaging program in Alaska: U.S. Geological Survey Water-Resources Investigations Report 84-4096, v, 100 p., https://doi.org/10.3133/wri844096.","productDescription":"v, 100 p.","costCenters":[],"links":[{"id":57051,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4096/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118939,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4096/report-thumb.jpg"}],"country":"United 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D.","contributorId":32539,"corporation":false,"usgs":true,"family":"Lamke","given":"R. D.","affiliations":[],"preferred":false,"id":199411,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27783,"text":"wri844117 - 1984 - A statistical approach to evaluate the relation of coal mining, land reclamation, and surface-water quality in Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri844117","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4117","title":"A statistical approach to evaluate the relation of coal mining, land reclamation, and surface-water quality in Ohio","docAbstract":"Base-flow data from 779 sites in Ohio 's coal region were analyzed statistically to relate land use to selected water-quality characteristics. Sites were classified into five categories: unmined (100 percent unmined land), abandoned (50 percent or more abandoned surface mines), reclaimed (50 percent or more reclaimed surface mines), deep-mined (50 percent or more underground mines), and mixed (all others). Specific conductance , pH, alkalinity, acidity, sulfate, dissolved iron, total iron, and total manganese in streams draining basins in the coal region were the eight characteristics selected for analysis. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844117","usgsCitation":"Hren, J., Wilson, K.S., and Helsel, D., 1984, A statistical approach to evaluate the relation of coal mining, land reclamation, and surface-water quality in Ohio: U.S. Geological Survey Water-Resources Investigations Report 84-4117, iv, 325 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844117.","productDescription":"iv, 325 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124255,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4117/report-thumb.jpg"},{"id":56626,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4117/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a62d6","contributors":{"authors":[{"text":"Hren, Janet","contributorId":69554,"corporation":false,"usgs":true,"family":"Hren","given":"Janet","email":"","affiliations":[],"preferred":false,"id":198681,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, K. S.","contributorId":41042,"corporation":false,"usgs":true,"family":"Wilson","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":198679,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Helsel, D.R.","contributorId":57448,"corporation":false,"usgs":false,"family":"Helsel","given":"D.R.","email":"","affiliations":[{"id":7242,"text":"Wisconsin Department of Natural Resources, Madison, WI, USA","active":true,"usgs":false}],"preferred":false,"id":198680,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26770,"text":"wri844238 - 1984 - Water quality of a stream-aquifer system, southern Franklin County, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844238","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4238","title":"Water quality of a stream-aquifer system, southern Franklin County, Ohio","docAbstract":"The chemical quality of the water resources in the Scioto River valley south of Columbus, Ohio, was evaluated on the basis of data collected from 74 wells and 4 surface-water sites. A very hard calcium bicarbonate water that is high in dissolved solids is characteristic of the aquifer. Mean pH of the ground water is 7.3, and bicaerbonate concentrations range from 238 to 530 milligrams per liter. Concentrations of dissolved iron in water samples (0.01 to 3.9 milligrams per liter) frequently exceed the drinking water standard of 0.3 milligrams per liter established by the Ohio Environmental Protection Agency.\r\n\r\nThe chemical quality of local streams closely resembles the ground-water quality, except for higher concentrations of sodium, chloride, and sulfate in the surface water. Microbiological testing of ground water for fecal bacteria indicated concentrations ranging from 1 to 2,400 colonies per 100 milliliters. The higher concentrations were observed in one well on the Scioto River flood plain after a flood event.\r\n\r\nMass-balance calculations of the chemical data indicate that pH is buffered primarily by the carbonate system. Data for pH, calculated Eh, and concentrations of ferrous iron and reduced sulfur show that areas of different chemical environments exist within the aquifer. A reaction model of an induced-infiltration radial collector system indicates the amount of mass transfer (chemical reactions that occur as ground water and surface water mix) is small, and that the mixing ratio between ground and surface waters is four to one.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844238","usgsCitation":"De Roche, J., and Razem, A., 1984, Water quality of a stream-aquifer system, southern Franklin County, Ohio: U.S. Geological Survey Water-Resources Investigations Report 84-4238, v, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844238.","productDescription":"v, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158326,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4238/report-thumb.jpg"},{"id":55659,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4238/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69935a","contributors":{"authors":[{"text":"De Roche, J.T.","contributorId":66691,"corporation":false,"usgs":true,"family":"De Roche","given":"J.T.","affiliations":[],"preferred":false,"id":196972,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":196971,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27933,"text":"wri834235 - 1984 - An assessment of cumulative impacts of coal mining on the hydrology in part of the Powder River structural basin, Wyoming: A progress report","interactions":[],"lastModifiedDate":"2025-04-09T14:12:54.54617","indexId":"wri834235","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4235","title":"An assessment of cumulative impacts of coal mining on the hydrology in part of the Powder River structural basin, Wyoming: A progress report","docAbstract":"<p>The U.S. Geological Survey and the Wyoming Department of Environmental Quality are involved in a cooperative effort to assess the probable cumulative impacts of coal mining on the hydrology of a part of the Powder River Structural Basin in Wyoming. It was assumed that the principal impacts on the ground-water system due to mining will occur in the relatively shallow aquifers which can be grouped into three homogeneous aquifers, namely, the Wyodak coal, the overburden, and the under burden. Emphasis of this report is on the results of analysis of surface-water resources in the Caballo Creek drainage. A surface-water model of the Caballo Creek drainage was developed using the Hydrological Simulation Program-Fortran model to help assess the impacts of mining activities on streamflow. The Caballo Creek drainage was divided into 10 land segments and 6 stream reaches in the modeling process. Three simulation runs show little, if any, change in streamflow between pre- and post-mining conditions and very little change between pre-mining and during-mining conditions. The principal reason for the absence of change is the high infiltration rate used in the model for all three conditions.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834235","usgsCitation":"Jordan, P.R., Bloyd, R., and Daddow, P., 1984, An assessment of cumulative impacts of coal mining on the hydrology in part of the Powder River structural basin, Wyoming: A progress report: U.S. Geological Survey Water-Resources Investigations Report 83-4235, iv, 29 p., https://doi.org/10.3133/wri834235.","productDescription":"iv, 29 p.","costCenters":[],"links":[{"id":394363,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35874.htm"},{"id":56748,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4235/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123888,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4235/report-thumb.jpg"}],"country":"United States","state":"Wyoming","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -105.75,\n              44\n            ],\n            [\n              -105.25,\n              44\n            ],\n            [\n              -105.25,\n              44.217\n            ],\n            [\n              -105.75,\n              44.217\n            ],\n            [\n              -105.75,\n              44\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684e08","contributors":{"authors":[{"text":"Jordan, P. R.","contributorId":7282,"corporation":false,"usgs":true,"family":"Jordan","given":"P.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198927,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bloyd, R. M.","contributorId":34549,"corporation":false,"usgs":true,"family":"Bloyd","given":"R. M.","affiliations":[],"preferred":false,"id":198929,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Daddow, P. B.","contributorId":26700,"corporation":false,"usgs":true,"family":"Daddow","given":"P. B.","affiliations":[],"preferred":false,"id":198928,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28174,"text":"wri844045 - 1984 - Geohydrology and chemical quality of water in Middle and Upper Jurassic and Lower Cretaceous rocks, western Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844045","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4045","title":"Geohydrology and chemical quality of water in Middle and Upper Jurassic and Lower Cretaceous rocks, western Kansas","docAbstract":"Fresh and saline water occur in Upper Jurassic and Lower Cretaceous rocks in western Kansas. The maximum thickness of the Jurassic aquifer is about 50 feet. During 1981, water levels ranged from 255 to 1,160 feet below land surface; the static heads ranged from about 2,400 to 3,100 feet above sea level and the hydraulic gradient ranged from 16 feet per mile toward the northeast to 40 feet per mile toward the north. The water is moderately saline, very hard, a sodium sulfate or sodium chloride type, and unsuitable for drinking and irrigation. The maximum thickness of the Cheyenne aquifer is about 190 feet. During 1981, water levels ranged from 267 to 375 feet below land surface; the static heads varied from less than 2,300 to more than 3,200 feet above sea level; and the hydraulic gradient was 8 feet per mile toward the east. The water is fresh to moderately saline, soft to very hard, a sodium sulfate or sodium , bicarbonate type, and suitable to unsuitable for drinking and irrigation. The maximum thickness of the Dakota aquifer is about 150 feet. During 1982, water levels ranged from 24 to 604 feet below land surface; the static heads ranged from about 2,100 to 3,200 feet above sea level; and the hydraulic gradient was 11 feet per mile toward the east and northeast. The water is fresh to slightly saline, soft to very hard, and suitable to unsuitable for drinking and irrigation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844045","usgsCitation":"Kume, J., 1984, Geohydrology and chemical quality of water in Middle and Upper Jurassic and Lower Cretaceous rocks, western Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4045, x, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844045.","productDescription":"x, 54 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119670,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4045/report-thumb.jpg"},{"id":57007,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d80","contributors":{"authors":[{"text":"Kume, Jack","contributorId":100843,"corporation":false,"usgs":true,"family":"Kume","given":"Jack","email":"","affiliations":[],"preferred":false,"id":199334,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27781,"text":"wri844139 - 1984 - Determination of reaeration coefficients for Ohio streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri844139","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4139","title":"Determination of reaeration coefficients for Ohio streams","docAbstract":"The hydrocarbon-gas tracer technique was used to determine reaeration coefficients on 30 reaches of Ohio streams. The studies were done from September 1979 through August 1982 to determine the reaeration coefficients for the individual reaches and to develop general equation that could be used to estimate the coefficients. \r\n\r\nMultiple linear regression was used to determine relationships among the reaeration coefficients and physical stream characteristics. Four special equation based on the general equation were developed from various combinations of discharge, slope, width, depth, measured velocity, and estimated velocity. The standard errors of estimate for these equations ranged from 37 to 47 percent. The variables that resulted in the lowest standard error of estimate were discharge, slope, width, depth, and measured velocity. The most significant variables were depth and velocity.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844139","usgsCitation":"Hren, J., 1984, Determination of reaeration coefficients for Ohio streams: U.S. Geological Survey Water-Resources Investigations Report 84-4139, iii, 12 p. :map ;28 cm., https://doi.org/10.3133/wri844139.","productDescription":"iii, 12 p. :map ;28 cm.","costCenters":[],"links":[{"id":123885,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4139/report-thumb.jpg"},{"id":56624,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4139/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6676a0","contributors":{"authors":[{"text":"Hren, Janet","contributorId":69554,"corporation":false,"usgs":true,"family":"Hren","given":"Janet","email":"","affiliations":[],"preferred":false,"id":198677,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28256,"text":"wri834267 - 1984 - Ground-water resources of the White River basin, Randolph County, Indiana","interactions":[],"lastModifiedDate":"2016-06-01T08:51:37","indexId":"wri834267","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4267","title":"Ground-water resources of the White River basin, Randolph County, Indiana","docAbstract":"<p>The two major aquifer systems in Randolph County, Indiana are sand and gravel and bedrock (limestone, dolomite, and shale of Silurian to Odovician age). The average thickness of the sands and gravels is 15 ft, and the aquifers are areally discontinuous. The bedrock aquifer underlies the entire study area and is estimated to be 150 ft in thickness.</p>\n<p>Six pumping plans simulated in the two systems by a five-layer, digital, ground-water-flow model provide data for an assessment of the water-yielding potential of the systems. The model indicates that as much as 2.5 million gallons per day can be pumped from the aquifers at some locations. This and similar rates of pumping may cause drawdown greater than 5 feet in 10 to 50 percent of the study area. About half the stream reaches were reduced in flow by more than 10 percent by the simulated pumping. However, reaches where discharge exceeded more than 2 cubic feet per second were not affected to this degree. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri834267","collaboration":"Indiana Department of Natural Resources","usgsCitation":"Lapham, W., and Arihood, L.D., 1984, Ground-water resources of the White River basin, Randolph County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 83-4267, 86 p. vii :ill., maps ;28 cm., https://doi.org/10.3133/wri834267.","productDescription":"86 p. vii :ill., maps ;28 cm.","startPage":"1","endPage":"86","numberOfPages":"92","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":118914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4267/report-thumb.jpg"},{"id":57082,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4267/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Randolph","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.8064,40.3102],[-84.8079,40.1741],[-84.8106,40.1351],[-84.8112,40.1265],[-84.8131,40.006],[-84.8603,40.0066],[-84.8952,40.0061],[-85.2014,40.0042],[-85.2152,40.0044],[-85.2157,40.0765],[-85.2165,40.135],[-85.2168,40.2198],[-85.2182,40.3073],[-85.1302,40.3082],[-85.0186,40.3092],[-84.901,40.3096],[-84.8064,40.3102]]]},\"properties\":{\"name\":\"Randolph\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a7f9","contributors":{"authors":[{"text":"Lapham, W.W.","contributorId":36583,"corporation":false,"usgs":true,"family":"Lapham","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":199478,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Arihood, L. D. 0000-0001-5792-3699","orcid":"https://orcid.org/0000-0001-5792-3699","contributorId":74388,"corporation":false,"usgs":true,"family":"Arihood","given":"L.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199479,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26717,"text":"wri834017 - 1984 - Water-resources of western Douglas County, Oregon","interactions":[],"lastModifiedDate":"2022-12-29T22:38:22.0324","indexId":"wri834017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4017","title":"Water-resources of western Douglas County, Oregon","docAbstract":"<p>In western Douglas County, Quaternary coastal dune sands and marine terrace deposits may have the best potential for ground-water development. Yields of 200 gallons per minute have been reported from wells completed in Quaternary fluvial deposits along the lower Umpqua River. The entire area is underlain by Tertiary marine sediments that yield quantities of water barely adequate for domestic use. On the basis of wells sampled and the constituents analyzed, ground-water quality was generally good, but the recommended criteria level of 300 micrograms per liter for iron was exceeded in about one-third of the samples. Average annual runoff from eight streams in western Douglas County was estimated to range from 2.4 cubic feet per second per square mile for Elk Creek to 6.8 cubic feet per second per square mile for Scholfield Creek. The estimated 7-day , 20-year low flow ranges from 0.01 cubic foot per second per square mile for Weatherly Creek to 3.6 cubic feet per second per square mile for the Smith River. The dissolved-solids of the Umpqua River is small and stable, with little seasonal and yearly variation. Likewise, the eight small streams in the project area have small dissolved-solids but have noticeably higher nitrite plus nitrate nitrogen concentrations than those of the Umpqua River. All the lakes in the project area have dissolved-solids concentrations of less than 100 milligrams per liter and, except for Loon Lake, have limited phosphorus available for algal production. Tahkenitch and Elbow Lakes are considered to be the most active in terms of biological productivity.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834017","usgsCitation":"Curtiss, D.A., Collins, C.A., and Oster, E.A., 1984, Water-resources of western Douglas County, Oregon: U.S. Geological Survey Water-Resources Investigations Report 83-4017, Report; vi, 81 p.; 1 Plate: 32.49 x 25.15 inches, https://doi.org/10.3133/wri834017.","productDescription":"Report; vi, 81 p.; 1 Plate: 32.49 x 25.15 inches","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":411207,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35664.htm","linkFileType":{"id":5,"text":"html"}},{"id":124936,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4017/report-thumb.jpg"},{"id":55592,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4017/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55591,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4017/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","county":"Douglas County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -124.25,\n              44\n            ],\n            [\n              -124.25,\n              43.5\n            ],\n            [\n              -123.5,\n              43.5\n            ],\n            [\n              -123.5,\n              44\n            ],\n            [\n              -124.25,\n              44\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dee4b07f02db5e3142","contributors":{"authors":[{"text":"Curtiss, D. A.","contributorId":27862,"corporation":false,"usgs":true,"family":"Curtiss","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196881,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Collins, C. A.","contributorId":43731,"corporation":false,"usgs":true,"family":"Collins","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196882,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Oster, E. A.","contributorId":24785,"corporation":false,"usgs":true,"family":"Oster","given":"E.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196880,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27148,"text":"wri844183 - 1984 - Hydrogeologic setting east of a low-level radioactive-waste disposal site near Sheffield, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri844183","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4183","title":"Hydrogeologic setting east of a low-level radioactive-waste disposal site near Sheffield, Illinois","docAbstract":"Core samples from 45 test wells and 4 borings were used to describe the glacial geology of the area east of the low-level radioactive-waste disposal site near Sheffield, Bureau County, Illinois. Previous work has shown that shallow ground water beneath the disposal site flows east through a pebbly-sand unit of the Toulon Member of the Glasford Formation. The pebbly sand was found in core samples from wells in an area extending northeast from the waste-disposal site to a strip-mine lake and east along the south side of the lake. Other stratigraphic units identified in the study area are correlated with units found on the disposal site. The pebbly-sand unit of the Toulon Member grades from a pebbly sand on site into a coarse gravel with sand and pebbles towards the lake. The Hulick Till Member, a key bed, underlies the Toulon Member throughout most of the study area. A narrow channel-like depression in the Hulick Till is filled with coarse gravelly sand of the Toulon Member. The filled depression extends eastward from near the northeast corner of the waste-disposal site to the strip-mine lake. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844183","usgsCitation":"Foster, J., Garklavs, G., and Mackey, G., 1984, Hydrogeologic setting east of a low-level radioactive-waste disposal site near Sheffield, Illinois: U.S. Geological Survey Water-Resources Investigations Report 84-4183, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844183.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122932,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4183/report-thumb.jpg"},{"id":56029,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4183/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db6278be","contributors":{"authors":[{"text":"Foster, J.B.","contributorId":12040,"corporation":false,"usgs":true,"family":"Foster","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":197636,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Garklavs, George","contributorId":87139,"corporation":false,"usgs":true,"family":"Garklavs","given":"George","email":"","affiliations":[],"preferred":false,"id":197638,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mackey, G.W.","contributorId":46529,"corporation":false,"usgs":true,"family":"Mackey","given":"G.W.","email":"","affiliations":[],"preferred":false,"id":197637,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26891,"text":"wri844082 - 1984 - Projected effects of ground-water withdrawals in the Arkansas River Valley, 1980-99, Hamilton and Kearny Counties, southwestern Kansas","interactions":[],"lastModifiedDate":"2022-10-13T19:11:46.467113","indexId":"wri844082","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4082","title":"Projected effects of ground-water withdrawals in the Arkansas River Valley, 1980-99, Hamilton and Kearny Counties, southwestern Kansas","docAbstract":"<p>A study was made, in cooperation with the Kansas State Board of Agriculture, to determine the effects that additional ground-water development would have on streamflow and water levels on an area along the Arkansas River in Hamilton and Kearny Counties, southwestern Kansas. A computer model was used to simulate the changes in streamflow and water levels from 1980 through 1999. Six pumpage options were tested using variations in pumpage rate and number of wells pumping in the model area. If the full amount appropriated by water rights were pumped rather than actual 1979 conditions of pumpage, annual pumpage would be reduced 24 percent, but net annual river loss would be reduced only 1 percent. A pumpage increase of approximately 19 percent over 1979 pumpage conditions would cause an increase of net annual river loss from 5 to 9 percent. Increased pumpage, in the form of additional wells in the model area, would cause additional ground water to be removed from storage in the aquifer and an increase in net annual river loss.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844082","usgsCitation":"Dunlap, L.E., Lindgren, R.J., and Carr, J.E., 1984, Projected effects of ground-water withdrawals in the Arkansas River Valley, 1980-99, Hamilton and Kearny Counties, southwestern Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4082, vi, 168 p., https://doi.org/10.3133/wri844082.","productDescription":"vi, 168 p.","costCenters":[],"links":[{"id":408273,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35975.htm","linkFileType":{"id":5,"text":"html"}},{"id":55778,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4082/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157450,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4082/report-thumb.jpg"}],"country":"United States","state":"Kansas","county":"Hamilton County, Kearny County","otherGeospatial":"Arkansas River Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -102.079,\n              37.8030\n            ],\n            [\n              -101.373,\n              37.8030\n            ],\n            [\n              -101.373,\n              38.056\n            ],\n            [\n              -102.079,\n              38.056\n            ],\n            [\n              -102.079,\n              37.8030\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d9c1","contributors":{"authors":[{"text":"Dunlap, L. E.","contributorId":45685,"corporation":false,"usgs":true,"family":"Dunlap","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197198,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindgren, Richard J. lindgren@usgs.gov","contributorId":1667,"corporation":false,"usgs":true,"family":"Lindgren","given":"Richard","email":"lindgren@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":197197,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Carr, J. E.","contributorId":49373,"corporation":false,"usgs":true,"family":"Carr","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197199,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28420,"text":"wri844306 - 1984 - Water-data program of the US Geological Survey in Kansas, fiscal year 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844306","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4306","title":"Water-data program of the US Geological Survey in Kansas, fiscal year 1983","docAbstract":"The U.S. Geological Survey is the principal Federal agency responsible for the collection of hydrologic data needed for the planning, development, use, and management of the water resources in Kansas. Hydrologic-data collection by the U.S. Geological Survey in Kansas began in 1895. The fiscal-year 1983 water-data program, operated in cooperation with several Federal , State, and local agencies, included 270 stations for collection of river, lake, and reservoir data, 1,940 wells for collection of ground-water data; 53 sampling stations and 215 wells for collection of water-quality data. This report provides a detailed description of the water-data program, including coordination and funding, data-collection activities, quality-assurance plans, availability of data, network design, and future needs for water data. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844306","usgsCitation":"Livingston, R., and Medina, K., 1984, Water-data program of the US Geological Survey in Kansas, fiscal year 1983: U.S. Geological Survey Water-Resources Investigations Report 84-4306, iv, 33 p. :ill., maps ;22 x 28 cm., https://doi.org/10.3133/wri844306.","productDescription":"iv, 33 p. :ill., maps ;22 x 28 cm.","costCenters":[],"links":[{"id":123437,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4306/report-thumb.jpg"},{"id":57221,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4306/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f0e4b07f02db5edf07","contributors":{"authors":[{"text":"Livingston, R.K.","contributorId":49006,"corporation":false,"usgs":true,"family":"Livingston","given":"R.K.","email":"","affiliations":[],"preferred":false,"id":199765,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Medina, K.D.","contributorId":46925,"corporation":false,"usgs":true,"family":"Medina","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":199764,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27227,"text":"wri844088 - 1984 - Nitrogen, sulfate, chloride, and manganese in ground water in the alluvial deposits of the South Platte River Valley near Greeley, Weld County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri844088","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4088","title":"Nitrogen, sulfate, chloride, and manganese in ground water in the alluvial deposits of the South Platte River Valley near Greeley, Weld County, Colorado","docAbstract":"Ground water from the valley-fill deposits of the South Platte River Valley and its tributaries is used extensively for agriculture in the study area, about 10 miles east of Greeley and about 50 miles northeast of Denver, Colorado. The valley-fill deposits, which consist of alluvial and terrace deposits, are in a valley system eroded in Laramie Formation bedrock. Water samples collected from 53 wells during 1974 and 1980 were analyzed for nitrite plus nitrate nitrogen, sulfate, chloride, and manganese. Median concentrations changes in these constituents from 1974 to 1980 are as follows: 6.0 to 8.8 milligrams per liter for nitrite plus nitrate nitrogen, 850 to 900 milligrams per liter for sulfate, and 94 to 120 milligrams per liter for chloride. Manganese concentrations were greater than 1,000 micrograms per liter in both 1974 and 1980 in a small area at the mouth of Box Elder Creek. (USGS)","language":"ENGLISH","publisher":"The Survey,","doi":"10.3133/wri844088","usgsCitation":"Gaggiani, N., 1984, Nitrogen, sulfate, chloride, and manganese in ground water in the alluvial deposits of the South Platte River Valley near Greeley, Weld County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4088, 7 maps on 2 sheets :col. ;72 x 89 cm. and 71 x 89 cm., folded in envelope 31 x 24 cm., https://doi.org/10.3133/wri844088.","productDescription":"7 maps on 2 sheets :col. ;72 x 89 cm. and 71 x 89 cm., folded in envelope 31 x 24 cm.","costCenters":[],"links":[{"id":158818,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":56095,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4088/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56096,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4088/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db6971d8","contributors":{"authors":[{"text":"Gaggiani, N. G.","contributorId":95890,"corporation":false,"usgs":true,"family":"Gaggiani","given":"N. G.","affiliations":[],"preferred":false,"id":197766,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28212,"text":"wri844200 - 1984 - Sediment yields in eastern Montana; summary of data and proposed techniques for estimating sediment yields from small, ungaged watersheds","interactions":[],"lastModifiedDate":"2021-11-22T21:47:23.420128","indexId":"wri844200","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4200","title":"Sediment yields in eastern Montana; summary of data and proposed techniques for estimating sediment yields from small, ungaged watersheds","docAbstract":"Sediment-yield data for 121 sites in eastern Montana have been compiled from results of studies conducted by various Federal, State, and private agencies. Methods used to determine mean annual sediment yields included reservoir sedimentation surveys, suspended-sediment sampling in streams, and estimates of gross erosion and indirect estimation based on physical characteristics of the basin. Multiple-regression equations were developed and evaluated for their adequacy in estimating mean annual sediment yields from small, ungaged watersheds in eastern Montana. Sediment yields determined from reservoir surveys were used as the dependent variable because they were considered the most representative of long-term yields. Independent variables consisted of basin characteristics which could be measured from maps or obtained from published sources. Consequently, equations developed in this study do not require onsite data. Evaluation of equations indicated that the best prediction capability was obtained when reservoir basins were segregated into classes of similar vegetation/soil complex. The predictive capability of regression equations developed for each of three classes of vegetation/soil complex, as indicated by the coefficient of determination (R2), ranged from 0.59 to 0.96. Corresponding standard errors ranged from 95 to 20 percent. The equations are applicable for small drainage basins of 2 square miles or less within the study area. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844200","usgsCitation":"Lambing, J., 1984, Sediment yields in eastern Montana; summary of data and proposed techniques for estimating sediment yields from small, ungaged watersheds: U.S. Geological Survey Water-Resources Investigations Report 84-4200, iv, 45 p., https://doi.org/10.3133/wri844200.","productDescription":"iv, 45 p.","costCenters":[],"links":[{"id":392019,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36060.htm"},{"id":57046,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4200/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159645,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4200/report-thumb.jpg"}],"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              -108,\n              45\n            ],\n            [\n              -104.054,\n              45\n            ],\n            [\n              -104.054,\n              48.197\n            ],\n            [\n              -108,\n              48.197\n            ],\n            [\n              -108,\n              45\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbeea","contributors":{"authors":[{"text":"Lambing, J. H.","contributorId":100860,"corporation":false,"usgs":true,"family":"Lambing","given":"J. H.","affiliations":[],"preferred":false,"id":199405,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26950,"text":"wri834081 - 1984 - Ground-water conditions and shallow test-well information in the eastern half of Merced County, California, 1977-82","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri834081","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4081","title":"Ground-water conditions and shallow test-well information in the eastern half of Merced County, California, 1977-82","docAbstract":"The city of Merced, other municipalities, and irrigation in the vicinity of Merced in the San Joaquin Valley of California depend on ground water for water supply. Water-level data for 1977-81 show that there has been no significant change in water levels, indicating that during this period, recharge in the Merced area balance natural discharge and withdrawals by pumping. Lithologic logs of shallow test wells drilled around Merced indicate shallow fine-grained material in the aquifer that could interfere with surface artificial recharge to the aquifer system. Short-term and seasonal fluctuations of water levels in wells perforated at different depths and in different aquifers show dissimilar patterns in some areas. The expansion and refinement of the observation-well network will provide a data base for water-management decisions and for assessments of ground-water conditions in the future. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834081","usgsCitation":"Elliott, A.L., 1984, Ground-water conditions and shallow test-well information in the eastern half of Merced County, California, 1977-82: U.S. Geological Survey Water-Resources Investigations Report 83-4081, iv, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834081.","productDescription":"iv, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122975,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4081/report-thumb.jpg"},{"id":55838,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4081/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b09e4b07f02db69c0b3","contributors":{"authors":[{"text":"Elliott, A. L.","contributorId":18379,"corporation":false,"usgs":true,"family":"Elliott","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197303,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27332,"text":"wri834201 - 1984 - Floods of March 1982, Indiana, Michigan, and Ohio","interactions":[],"lastModifiedDate":"2016-05-24T09:53:24","indexId":"wri834201","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4201","title":"Floods of March 1982, Indiana, Michigan, and Ohio","docAbstract":"<p>Rapid melting of a snowpack containing 2 to 6 inches of water equivalent coinciding with moderate rainfall caused flooding in March 1982 across northern Indiana, southern Michigan, and northwestern Ohio. Millions of dollars in property damage and the loss of four lives resulted from the flooding. Peak discharges at several gaging stations in each of the following river basins have recurrence intervals of 50 to greater than 100 years: Wabash, St. Joseph, River Raisin, Maumee, and Kankakee. Flooding in the Wabash River basin was confined to major tributaries draining from the north. The St. Joseph River experienced flooding having a recurrence interval of about 50 years. Peak discharges having recurrence intervals of 50 to greater than 100 years were recorded on the River Raisin. Flooding on most large streams in the Maumee River basin was the worst since 1913. The Kankakee River and its major tributary, Yellow River, recorded peak discharges having recurrence intervals greater than 100 years. Hydrologic data have been tabulated for 83 gaging stations and partial-record sites. Maps are presented to emphasize the severity and untimely sequence of meteorological conditions that provided the potential and triggered the floods. Hydrographs are shown for 32 gaging stations.</p>","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri834201","usgsCitation":"Glatfelter, D., Butch, G., and Stewart, J.A., 1984, Floods of March 1982, Indiana, Michigan, and Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4201, vi, 40 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834201.","productDescription":"vi, 40 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":56197,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4201/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124211,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4201/report-thumb.jpg"}],"country":"United States","state":"Indiana, Michigan, 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,{"id":27773,"text":"wri844051 - 1984 - Effects of urbanization on three ponds in Middleton, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-19T15:36:40","indexId":"wri844051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4051","title":"Effects of urbanization on three ponds in Middleton, Wisconsin","docAbstract":"<p>A digital hydrologic model was used to simulate the effects of future residential development on pond inflow volumes and resulting water levels of three ponds in Middleton, Wisconsin. The model computed the daily water budget and the resulting water level for each pond. The results of the model calibration are presented in the report, along with the existing watershed hydrologic conditions and runoff volumes for the 1982 study period. Data was collected during 1982 to claibrate the model; the data included pond stage, ground-water levels, precipitation and other meteorological characteristics. In addition, water-quality samples were collected at each pond to characterize the water quality. Simulation of pond levels with the 1982 rainfall and fully developed watersheds did not result in stages greater than those observed in 1982. Simulation of pond levels with rainfall having a 20-year recurrence interval (1978) and hypothetical, fully developed watersheds resulted in maximum pond stages above those observed in 1982. Peak stage of Tiedeman 's Pond would increase by 2.77 feet, Stricker 's Pond by 3.91 feet, and Esser 's Pond by 1.44 feet. Simulation of pond levels with an estimated 100-year rainfall and hyopthetical, fully developed watersheds would result in peak stage increases of 5.30, 5.32, and 1.97 feet above the peak 1982 observed stages for Tiedeman's, Stricker's, and Esser 's Ponds, respectively. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844051","usgsCitation":"House, L.B., 1984, Effects of urbanization on three ponds in Middleton, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 84-4051, Report: iv, 17 p.; 1 Plate: 34.50 x 18.25 inches, https://doi.org/10.3133/wri844051.","productDescription":"Report: iv, 17 p.; 1 Plate: 34.50 x 18.25 inches","numberOfPages":"21","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[],"links":[{"id":56616,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123639,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4051/report-thumb.jpg"},{"id":56615,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4051/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Dane","city":"Middleton","otherGeospatial":"Esser's Pond, Stricker's Pond, Tiedeman's Pond","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.52638626098633,\n              43.07948352439867\n            ],\n            [\n              -89.52638626098633,\n              43.098914753540164\n            ],\n            [\n              -89.49402809143066,\n              43.098914753540164\n            ],\n            [\n              -89.49402809143066,\n              43.07948352439867\n            ],\n            [\n              -89.52638626098633,\n              43.07948352439867\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db6024e2","contributors":{"authors":[{"text":"House, Leo B.","contributorId":70766,"corporation":false,"usgs":true,"family":"House","given":"Leo","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198668,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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