The U.S. Geological Survey evaluated 2,349 communities in 1984 for the application of limited-detail flood-insurance study methods, that is, methods with a reduced effort and cost compared to the detailed studies. Limited-detail study methods were found to be appropriate for 1,705 communities, while detailed studies were appropriate for 62 communities and no studies were appropriate for 582 communities. The total length of streams for which limited-detail studies are recommended is 9,327 miles with a corresponding cost of $23,007,000. This results in average estimated costs for conducting limited-detail studies of $2,500 per mile of studied stream length. The purpose of the report is to document the limited-detail study methods and the results of the evaluation. (USGS)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri854098","usgsCitation":"Cobb, E.D., 1986, Evaluation of streams in selected communities for the application of limited-detail study methods for flood-insurance studies: U.S. Geological Survey Water-Resources Investigations Report 85-4098, iv, 54 p., https://doi.org/10.3133/wri854098.","productDescription":"iv, 54 p.","costCenters":[],"links":[{"id":382379,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4098/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157678,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4098/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fab6b","contributors":{"authors":[{"text":"Cobb, Ernest D.","contributorId":25139,"corporation":false,"usgs":true,"family":"Cobb","given":"Ernest","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":196702,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4836,"text":"pp1241D - 1986 - The Precambrian of the Rocky Mountain region","interactions":[],"lastModifiedDate":"2012-02-02T00:05:52","indexId":"pp1241D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1241","chapter":"D","title":"The Precambrian of the Rocky Mountain region","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/pp1241D","usgsCitation":"Hedge, C.E., Harrison, J.E., Houston, R.S., Tweto, O., Peterman, Z.E., and Reid, R., 1986, The Precambrian of the Rocky Mountain region: U.S. Geological Survey Professional Paper 1241, 17 p.; 1 plate in pocket, https://doi.org/10.3133/pp1241D.","productDescription":"17 p.; 1 plate in pocket","costCenters":[],"links":[{"id":139724,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1241d/report-thumb.jpg"},{"id":112513,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1241d/report.pdf","size":"2563","linkFileType":{"id":1,"text":"pdf"}},{"id":112514,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1241d/plate-1.pdf","size":"1671","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67ad5f","contributors":{"authors":[{"text":"Hedge, Carl E.","contributorId":76299,"corporation":false,"usgs":true,"family":"Hedge","given":"Carl","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":149881,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harrison, Jack Edward","contributorId":49778,"corporation":false,"usgs":true,"family":"Harrison","given":"Jack","email":"","middleInitial":"Edward","affiliations":[],"preferred":false,"id":149879,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Houston, R. S.","contributorId":93897,"corporation":false,"usgs":true,"family":"Houston","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":149883,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Tweto, O.L.","contributorId":102873,"corporation":false,"usgs":true,"family":"Tweto","given":"O.L.","affiliations":[],"preferred":false,"id":149884,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Peterman, Z. E.","contributorId":63781,"corporation":false,"usgs":true,"family":"Peterman","given":"Z.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":149880,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Reid, R.R.","contributorId":77134,"corporation":false,"usgs":true,"family":"Reid","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":149882,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":28393,"text":"wri864019 - 1986 - Potential effects of anticipated coal mining on salinity of the Price, San Rafael, and Green Rivers, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri864019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4019","title":"Potential effects of anticipated coal mining on salinity of the Price, San Rafael, and Green Rivers, Utah","docAbstract":"The impact of anticipated coal mining in Utah on the salinity of the Price, San Rafael, and Green Rivers is to be addressed in the repermitting of existing mines and permitting of new mines. To determine the potential impacts, mathematical models were developed for the Price and San Rafael River basins. Little impact on the quantity and quality of streamflow is expected for the Price and San Rafael Rivers. The increase in mean monthly flow of the Price River downstream from Scofield Reservoir is projected as 3.5 cu ft/sec, ranging from 1.7% in June to 140% in February. The potential increase in dissolved solids concentration downstream from Scofield Reservoir would range from 10.4% in June and July (from 202 to 223 mg/L) to 97.0% in February (from 202 to 398 mg/L). However, the concentration of the mixture of mine water with the existing flow released from Scofield Reservoir would contain less than 500 mg/L of dissolved solids. At the mouth of the Price River, the potential increase in mean monthly flow is projected as 12.6 cu ft/sec, ranging from 3.7% in May to 37.7% in January. The potential changes in dissolved solids concentration would range from a 20.7% decrease in January (from 3,677 to 2,917 mg/L) to a 1.3% increase in June (from 1,911 to 1,935 mg/L). At the mouth of the San Rafael River , the potential increase in mean monthly flow ranges from 2.9 cu ft/sec in February to 6.7 cu ft/sec in May, with the increase ranging from 0.8% in June to 12.6% in November. The potential changes in dissolved solids concentration would range from a 5.3 % decrease in March (from 2,318 to 2,195 mg/L) to a 0.6% increase in May (from 1,649 to 1,659 mg/L). The anticipated mining in the Price and San Rafael River basins is not expected to cause a detectable change in the quantity and quality of streamflow in the Green River. The projected peak increase in flow resulting from discharge from the mines is less than 0.3% of the average flow in the Green River. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri864019","usgsCitation":"Lindskov, K., 1986, Potential effects of anticipated coal mining on salinity of the Price, San Rafael, and Green Rivers, Utah: U.S. Geological Survey Water-Resources Investigations Report 86-4019, vi, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864019.","productDescription":"vi, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118920,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4019/report-thumb.jpg"},{"id":57192,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a56e4b07f02db62dab7","contributors":{"authors":[{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":199722,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27749,"text":"wri864165 - 1986 - Reconnaissance of surficial geology, regolith thickness, and configuration of the bedrock surface in Bear Creek and Union Valleys, near Oak Ridge, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri864165","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4165","title":"Reconnaissance of surficial geology, regolith thickness, and configuration of the bedrock surface in Bear Creek and Union Valleys, near Oak Ridge, Tennessee","docAbstract":"A preliminary interpretation of the lithology, thickness of regolith, and configuration of the bedrock surface underlying Bear Creek and Union Valleys near Oak Ridge, Tennessee, was made based on geologic and geophysical data from boreholes and cores in Bear Creek Valley and on related work of other investigators. Analysis of drillers ' logs and lithologic logs and comparison of these data with a topographic map indicated that topography and depth of weathering are interdependent and are ultimately controlled by lithology. Topographic patterns were, therefore, used to extend localized geologic data to a larger scale. Maps of the surficial geology, thickness of regolith, and configuration of the bedrock surface are presented. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864165","usgsCitation":"Hoos, A., and Bailey, Z., 1986, Reconnaissance of surficial geology, regolith thickness, and configuration of the bedrock surface in Bear Creek and Union Valleys, near Oak Ridge, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 86-4165, iii, 9 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864165.","productDescription":"iii, 9 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":157952,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4165/report-thumb.jpg"},{"id":56592,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4165/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56593,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4165/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c5bd","contributors":{"authors":[{"text":"Hoos, A.B.","contributorId":23572,"corporation":false,"usgs":true,"family":"Hoos","given":"A.B.","affiliations":[],"preferred":false,"id":198636,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bailey, Z. C.","contributorId":54587,"corporation":false,"usgs":true,"family":"Bailey","given":"Z. C.","affiliations":[],"preferred":false,"id":198637,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27750,"text":"wri864003 - 1986 - Atlas of the distributions and abundances of common benthic species in San Francisco Bay, California","interactions":[],"lastModifiedDate":"2016-07-27T11:01:17","indexId":"wri864003","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4003","title":"Atlas of the distributions and abundances of common benthic species in San Francisco Bay, California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864003","usgsCitation":"Hopkins, D., 1986, Atlas of the distributions and abundances of common benthic species in San Francisco Bay, California: U.S. Geological Survey Water-Resources Investigations Report 86-4003, 1 v. (various pagings) :maps ;28 cm., https://doi.org/10.3133/wri864003.","productDescription":"1 v. (various pagings) :maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true}],"links":[{"id":118734,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4003/report-thumb.jpg"},{"id":56594,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4003/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db669454","contributors":{"authors":[{"text":"Hopkins, D.R.","contributorId":73212,"corporation":false,"usgs":true,"family":"Hopkins","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":198638,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27479,"text":"wri854102 - 1986 - Ground-water movement and effects of coal strip mining on water quality of high-wall lakes and aquifers in the Macon-Huntsville area, north-central Missouri","interactions":[],"lastModifiedDate":"2022-02-18T21:17:42.217943","indexId":"wri854102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4102","title":"Ground-water movement and effects of coal strip mining on water quality of high-wall lakes and aquifers in the Macon-Huntsville area, north-central Missouri","docAbstract":"Glacial drift and Pennsylvanian bedrock were mixed together forming spoil during pre-reclamation strip mining for coal in north-central Missouri. This restructuring of the land increases the porosity of the material, and increases aqueous concentrations of many dissolved constituents. Median sodium and bicarbonate concentrations were slightly greater, calcium 5 times greater, magnesium 6 times greater, manganese 15 times greater, iron 19 times greater, and sulfate 24 times greater in water from spoil than in water from glacial drift. Median potassium concentrations were slightly greater, and chloride concentrations were two times greater in water from glacial drift than in water from spoil. Water types in glacial drift and bedrock were mostly sodium bicarbonate and calcium bicarbonate; in spoil and lakes in the spoil, the water types were mostly calcium sulfate. Median pH values in water from spoil were 6.6, as compared to 7.4 in water from glacial drift and 9.0 in water from bedrock. Neutralization of acid by carbonate rocks causes the moderate pH values in water from spoil; a carbonate system closed to the atmosphere may result in alkaline pH values in bedrock. Transmissivities generally are greatest for spoil, and decrease in the following order: alluvium, glacial drift, and bedrock. Recharge to spoil is from precipitation, lateral flow from glacial drift, and lateral and vertical flow from bedrock. The rate of recharge to the aquifers is unknown, but probably is small. Groundwater discharge from the glacial drift, bedrock, and spoil is to alluvium. The direction of flow generally was from high-wall lakes in the spoil toward East Fork Little Chariton River or South Fork Claybank Creek. Significant differences (95% confidence level) in values and concentrations of aqueous constituents between spoil areas mined at different times (1940, 1952, and 1968) were obtained for pH, calcium, magnesium, manganese, sulfate, chloride, and dissolved solids, but not for iron. These differences are attributed to local variations in the geohydrologic system rather than spoil age. (Lantz-PTT)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854102","usgsCitation":"Hall, D.C., and Davis, R.E., 1986, Ground-water movement and effects of coal strip mining on water quality of high-wall lakes and aquifers in the Macon-Huntsville area, north-central Missouri: U.S. Geological Survey Water-Resources Investigations Report 85-4102, viii, 102 p., https://doi.org/10.3133/wri854102.","productDescription":"viii, 102 p.","costCenters":[],"links":[{"id":56330,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4102/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126660,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4102/report-thumb.jpg"},{"id":396201,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36271.htm"}],"country":"United States","state":"Missouri","otherGeospatial":"Macon-Huntsville area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.583,\n 39.625\n ],\n [\n -92.493,\n 39.625\n ],\n [\n -92.493,\n 39.708\n ],\n [\n -92.583,\n 39.708\n ],\n [\n -92.583,\n 39.625\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4995e4b07f02db5b637f","contributors":{"authors":[{"text":"Hall, D. C.","contributorId":7291,"corporation":false,"usgs":true,"family":"Hall","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198191,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, R. E.","contributorId":77153,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198192,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27477,"text":"wri864160 - 1986 - A description of the hydrologic system and the effects of coal mining on water quality in the East Fork Little Chariton River and the alluvial aquifer between Macon and Huntsville, north-central Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri864160","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4160","title":"A description of the hydrologic system and the effects of coal mining on water quality in the East Fork Little Chariton River and the alluvial aquifer between Macon and Huntsville, north-central Missouri","docAbstract":"The quality of surface and groundwater has been affected by abandoned strip mines and by abandoned underground mines in a 110-sq mi subbasin of the East Fork Little Chariton River. More than 14% of the area was strip mined for coal before 1979. The hydrologic system in the area was investigated and the effects of coal mining on quality of water in the river and alluvial aquifer were analyzed, with major emphasis on defining strip-mining effects. The groundwater gradient was from glacial drift or coal spring to alluvium to the East Fork Little Chariton River, and was greatest in spring and least in fall. Seepage from alluvium to the East Fork Little Chariton River occurs throughout the year, except during drought conditions when the only river flow is water released from Long Branch Lake. In the East Fork Little Chariton River median dissolved-solids concentrations increased from 153 mg/L near Macon to 630 mg/L near Huntsville and median sulfate concentrations increased from 36 mg/L near Macon to 360 mg/L near Huntsville. The median dissolved-solids concentration in water from the alluvium increased from 408 mg/L upstream from the strip mines to 641 mg/L near the mines and median dissolved-sulfate concentration increased from 140 to 350 mg/L. The sulfate-to-chloride ratio, used as the most sensitive indicator of strip-mining effects, increased markedly downstream in the East Fork Little Chariton River and nearby Middle Fork Little Chariton River, which also is affected by strip mining. There were no significant increases in sulfate-to-chloride ratio and dissolved-solids concentrations in comparable nearby subbasins of the Grand, Thompson, and Chariton Rivers where there was no mining. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864160","usgsCitation":"Hall, D.C., 1986, A description of the hydrologic system and the effects of coal mining on water quality in the East Fork Little Chariton River and the alluvial aquifer between Macon and Huntsville, north-central Missouri: U.S. Geological Survey Water-Resources Investigations Report 86-4160, iv, 66 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864160.","productDescription":"iv, 66 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124160,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4160/report-thumb.jpg"},{"id":56328,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4160/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af045","contributors":{"authors":[{"text":"Hall, D. C.","contributorId":7291,"corporation":false,"usgs":true,"family":"Hall","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198188,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26629,"text":"wri864034 - 1986 - Comparison of flood frequency estimates from synthetic and observed data on small drainage areas in Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri864034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4034","title":"Comparison of flood frequency estimates from synthetic and observed data on small drainage areas in Mississippi","docAbstract":"In 1964 the U.S. Geological Survey in Mississippi expanded the small stream gaging network for collection of rainfall and runoff data to 92 stations. To expedite availability of flood frequency information a rainfall-runoff model using available long-term rainfall data was calibrated to synthesize flood peaks. Results obtained from observed annual peak flow data for 51 sites having 16 yr to 30 yr of annual peaks are compared with the synthetic results. Graphical comparison of the 2, 5, 10, 25, 50, and 100-year flood discharges indicate good agreement. The root mean square error ranges from 27% to 38% and the synthetic record bias from -9% to -18% in comparison with the observed record. The reduced variance in the synthetic results is attributed to use of only four long-term rainfall records and model limitations. The root mean square error and bias is within the accuracy considered to be satisfactory. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864034","usgsCitation":"Colson, B., 1986, Comparison of flood frequency estimates from synthetic and observed data on small drainage areas in Mississippi: U.S. Geological Survey Water-Resources Investigations Report 86-4034, iv, 23 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864034.","productDescription":"iv, 23 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124258,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4034/report-thumb.jpg"},{"id":55501,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae3b0","contributors":{"authors":[{"text":"Colson, B.E.","contributorId":71546,"corporation":false,"usgs":true,"family":"Colson","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":196739,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27464,"text":"wri854025 - 1986 - Areal and temporal variability of selected water-quality characteristics in two hydrologic-benchmark basins in the northeastern United States","interactions":[],"lastModifiedDate":"2017-07-07T08:23:20","indexId":"wri854025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4025","title":"Areal and temporal variability of selected water-quality characteristics in two hydrologic-benchmark basins in the northeastern United States","docAbstract":"Two U.S. Geological Survey National Hydrologic Benchmark stations--Young Womans Creek near Renovo, Pennsylvania and Esopus Creek at Shandaken, New York--were studied to (1) define, both areally and temporally, variations of stream acidity and other water quality characteristics within the basins; (2) evaluate how well the data collected at the Benchmark station represent the water quality conditions upstream; (3) define relations between streamflow acidity or pH; and (4) provide a data base to detect trends in quality of headwater streams. Samples were collected at nine sites, including the Benchmark station, in each basin for three series of measurements over a range of streamflows. Along with streamflow, samples were analyzed for water temperature, specific conductance, pH, dissolved oxygen, acidity, alkalinity, dissolved sulfate, and dissolved nitrite plus nitrate. The results of the measurements indicated little water quality variation in the Young Womans Creek basin. Therefore, the data collected at the Benchmark station can be used to reflect upstream changes in water quality. The data collected at the Esopus Creek station did not reflect upstream conditions as well as the Young Womans Creek data because the water quality varied throughout the basin. Few strong relations were found between streamflow and the water quality characteristics examined in this study. The Esopus Creek data indicated the possibility of relationships between streamflow and alkalinity, dissolved nitrite plus nitrate, and specific conductance. No relations were found between streamflow and the Young Womans Creek water quality data. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854025","usgsCitation":"Hainly, R., and Ritter, J., 1986, Areal and temporal variability of selected water-quality characteristics in two hydrologic-benchmark basins in the northeastern United States: U.S. Geological Survey Water-Resources Investigations Report 85-4025, v, 22 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854025.","productDescription":"v, 22 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":118709,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4025/report-thumb.jpg"},{"id":56321,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db673694","contributors":{"authors":[{"text":"Hainly, R.A.","contributorId":45732,"corporation":false,"usgs":true,"family":"Hainly","given":"R.A.","affiliations":[],"preferred":false,"id":198164,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ritter, J.R.","contributorId":22350,"corporation":false,"usgs":true,"family":"Ritter","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":198163,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27760,"text":"wri854306 - 1986 - Development of a water-use data system in Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T12:02:41","indexId":"wri854306","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4306","title":"Development of a water-use data system in Minnesota","docAbstract":"The Minnesota State Legislature passed laws as early as 1937 to regulate use of Minnesota's ground water and surface water through a permit system. Several unsuccessful attempts were made to computerize water-use data reported to the State. The U.S. Geological Survey, through the National Water-Use Information Program, assisted the Minnesota Department of Natural Resources and the Minnesota State Planning Agency, Land Management Information Center, in developing MWUDS (Minnesota Water-Use Data System).
\nThe Minnesota Water-Use Data System stores data on the quantity of individual annual water withdrawals and discharges in relation to the water resources affected, provides descriptors for aggregation of data and trend analysis, and enables access to additional data contained in other data bases. MWUDS is stored on a computer at the Land Management Information Center, an agency associated with the State Planning Agency. Interactive menu-driven programs simplify data entry, update, and retrieval and are easy to use. Estimates of unreported water use supplement reported water use to completely describe the stress on the hydrologic system. Links or common elements developed in the MWUDS enable access to data available in other State waterrelated data bases, forming a water-resource information system. Water-use information can be improved by developing methods for increasing accuracy of reported water use and refining methods for estimating unreported water use.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri854306","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources and the Minnesota State Planning Agency","usgsCitation":"Horn, M., 1986, Development of a water-use data system in Minnesota: U.S. Geological Survey Water-Resources Investigations Report 85-4306, iv, 59 p., https://doi.org/10.3133/wri854306.","productDescription":"iv, 59 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":56608,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4306/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122851,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4306/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65dff0","contributors":{"authors":[{"text":"Horn, M.A.","contributorId":92223,"corporation":false,"usgs":true,"family":"Horn","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":198651,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4420,"text":"cir984 - 1986 - Trans-Alaska Lithosphere Investigation; program prospectus","interactions":[],"lastModifiedDate":"2018-10-25T18:18:35","indexId":"cir984","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"984","title":"Trans-Alaska Lithosphere Investigation; program prospectus","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir984","usgsCitation":"Page, R., and Davies, J., 1986, Trans-Alaska Lithosphere Investigation; program prospectus: U.S. Geological Survey Circular 984, iii, 24 p. :ill., maps ; 26 cm., https://doi.org/10.3133/cir984.","productDescription":"iii, 24 p. :ill., maps ; 26 cm.","costCenters":[],"links":[{"id":31525,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1986/0984/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117571,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1986/0984/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db62700a","contributors":{"editors":[{"text":"Stone, David B.","contributorId":65324,"corporation":false,"usgs":true,"family":"Stone","given":"David B.","affiliations":[],"preferred":false,"id":749875,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Page, R.A.","contributorId":40197,"corporation":false,"usgs":true,"family":"Page","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":149098,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davies, J.N.","contributorId":95045,"corporation":false,"usgs":true,"family":"Davies","given":"J.N.","email":"","affiliations":[],"preferred":false,"id":149100,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26617,"text":"wri854340 - 1986 - Shallow ground-water flow, water levels, and quality of water, 1980-84, Cowles Unit, Indiana Dunes National Lakeshore","interactions":[],"lastModifiedDate":"2016-05-09T13:30:32","indexId":"wri854340","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4340","title":"Shallow ground-water flow, water levels, and quality of water, 1980-84, Cowles Unit, Indiana Dunes National Lakeshore","docAbstract":"The Cowles Unit of Indiana Dunes National Lakeshore in Porter County, northwest Indiana, contains a broad dune-beach complex along the southern shoreline of Lake Michigan and a large wetland, called the Great Marsh, that occupies the lowland between the shoreline dunes and an older dune-beach complex farther inland. These lacustrine sediments form a surficial aquifer that extends from the Lake Michigan shoreline to the northern edge of the Lake Border moraine.
\nWater levels and water quality in the surficial aquifer were monitored from 1977 to 1984 near settling ponds on adjacent industrial property at the western end of the Cowles Unit, Seepage from the settling ponds from 1967 to 1980 created a water-table mound that extended north into the shoreline dune complex and caused perennial flooding of several intradunal lowlands on National Lakeshore property. Since 1980, when the settling-pond bottoms were sealed, these intradunal lowlands contained standing water only during periods of high snowmelt or rainfall.
\nWater-level declines following the cessation of seepage ranged from 6 feet at the easternmost settling pond to nearly 14 feet at the westernmost pond. No general pattern of water table decline was observed in the Great Marsh or in the shoreline dune complex at distances greater than approximately 3,000 feet east or north of the settling ponds.
\nSince the settling ponds were sealed, the concentration of boron has decreased while concentrations of cadmium, arsenic, zinc, and molybdenum in shallow ground water downgradient of the ponds show no definite trends in time. Arsenic, boron and molybdenum have remained at concentrations above those of shallow ground water in areas unaffected by settling-pond seepage.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis. IN","doi":"10.3133/wri854340","collaboration":"National Park Service","usgsCitation":"Cohen, D., and Shedlock, R.J., 1986, Shallow ground-water flow, water levels, and quality of water, 1980-84, Cowles Unit, Indiana Dunes National Lakeshore: U.S. Geological Survey Water-Resources Investigations Report 85-4340, iv, 25 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854340.","productDescription":"iv, 25 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":157199,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4340/report-thumb.jpg"},{"id":55488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4340/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","otherGeospatial":"Indiana Dunes National Lakeshore","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.28869438171387,\n 41.621923034123846\n ],\n [\n -87.26963996887207,\n 41.621730547188456\n ],\n [\n -87.26912498474121,\n 41.60806250618307\n ],\n [\n -87.24603652954102,\n 41.608511736657555\n ],\n [\n -87.24303245544434,\n 41.609859409312534\n ],\n [\n -87.24311828613281,\n 41.61306804041503\n ],\n [\n -87.23959922790527,\n 41.61313221140915\n ],\n [\n -87.23779678344727,\n 41.61396642852365\n ],\n [\n -87.23367691040039,\n 41.61441561788573\n ],\n [\n -87.23221778869629,\n 41.61249049859493\n ],\n [\n -87.2306728363037,\n 41.61531398722544\n ],\n [\n -87.2303295135498,\n 41.61614817612265\n ],\n [\n -87.22672462463377,\n 41.61499314246908\n ],\n [\n -87.22346305847167,\n 41.618329849922084\n ],\n [\n -87.22466468811035,\n 41.62558017672615\n ],\n [\n -87.17668533325195,\n 41.63578058345409\n ],\n [\n -87.17471122741699,\n 41.62301378257129\n ],\n [\n -87.17968940734863,\n 41.62275713753768\n ],\n [\n -87.18063354492188,\n 41.621923034123846\n ],\n [\n -87.1805477142334,\n 41.61807318624671\n ],\n [\n -87.18818664550781,\n 41.616725685192804\n ],\n [\n -87.1889591217041,\n 41.61634067972058\n ],\n [\n -87.18844413757324,\n 41.61364557706411\n ],\n [\n -87.18973159790039,\n 41.61358140658068\n ],\n [\n -87.19127655029297,\n 41.60799833014563\n ],\n [\n -87.19874382019043,\n 41.605174521299304\n ],\n [\n -87.19951629638672,\n 41.60645808609603\n ],\n [\n -87.20681190490723,\n 41.607677449000946\n ],\n [\n -87.2068977355957,\n 41.60273567783677\n ],\n [\n -87.21256256103516,\n 41.59978327031246\n ],\n [\n -87.21359252929686,\n 41.603698390215456\n ],\n [\n -87.22123146057129,\n 41.60286404031713\n ],\n [\n -87.22294807434082,\n 41.600040006763784\n ],\n [\n -87.23161697387695,\n 41.600681843423565\n ],\n [\n -87.23153114318848,\n 41.59644560350027\n ],\n [\n -87.25247383117676,\n 41.59792190049485\n ],\n [\n -87.25273132324217,\n 41.60061766004485\n ],\n [\n -87.25496292114258,\n 41.60074602673845\n ],\n [\n -87.2548770904541,\n 41.60382675078074\n ],\n [\n -87.27805137634276,\n 41.60389093096761\n ],\n [\n -87.27865219116211,\n 41.59914142471562\n ],\n [\n -87.34139442443848,\n 41.605880485097465\n ],\n [\n -87.32903480529784,\n 41.60645808609603\n ],\n [\n -87.31126785278319,\n 41.60594466324155\n ],\n [\n -87.30174064636229,\n 41.609153489052005\n ],\n [\n -87.28517532348633,\n 41.609602711929725\n ],\n [\n -87.28526115417479,\n 41.61640484745891\n ],\n [\n -87.28963851928711,\n 41.616854019839494\n ],\n [\n -87.29006767272949,\n 41.62205135842823\n ],\n [\n -87.28869438171387,\n 41.621923034123846\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dae4b07f02db5e03a8","contributors":{"authors":[{"text":"Cohen, D.A.","contributorId":17628,"corporation":false,"usgs":true,"family":"Cohen","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":196719,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shedlock, R. J.","contributorId":91510,"corporation":false,"usgs":true,"family":"Shedlock","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196720,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":67060,"text":"i1641 - 1986 - Historic trail maps of the Raton and Springer 30' x 60' quadrangles, New Mexico and Colorado","interactions":[],"lastModifiedDate":"2021-11-19T22:29:57.282175","indexId":"i1641","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1641","title":"Historic trail maps of the Raton and Springer 30' x 60' quadrangles, New Mexico and Colorado","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i1641","usgsCitation":"Scott, G., 1986, Historic trail maps of the Raton and Springer 30' x 60' quadrangles, New Mexico and Colorado: U.S. Geological Survey IMAP 1641, Report: 12 p.; 2 Plates: 38.00 × 27.00 inches, https://doi.org/10.3133/i1641.","productDescription":"Report: 12 p.; 2 Plates: 38.00 × 27.00 inches","costCenters":[],"links":[{"id":107090,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9868.htm","linkFileType":{"id":5,"text":"html"},"description":"9868"},{"id":91638,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1641/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91640,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1641/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91639,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1641/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":187685,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1641/report-thumb.jpg"}],"scale":"100000","country":"United States","state":"Colorado, New Mexico","otherGeospatial":"Raton and Springer 30' x 60' quadrangles","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105,\n 36\n ],\n [\n -104,\n 36\n ],\n [\n -104,\n 37\n ],\n [\n -105,\n 37\n ],\n [\n -105,\n 36\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db6885e2","contributors":{"authors":[{"text":"Scott, Glenn R.","contributorId":33324,"corporation":false,"usgs":true,"family":"Scott","given":"Glenn R.","affiliations":[],"preferred":false,"id":275538,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28008,"text":"wri844353 - 1986 - Three-dimensional model simulation of steady-state ground-water flow in the Albuquerque-Belen Basin, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri844353","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4353","title":"Three-dimensional model simulation of steady-state ground-water flow in the Albuquerque-Belen Basin, New Mexico","docAbstract":"As part of the Southwest Alluvial Basins study, model was constructed to simulate the alluvial aquifer system underlying the Albuquerque-Belen Basin. The model was used to simulate the steady-state flow condition assumed to have existed prior to 1960. Until this time there apparently were no long-term groundwater level changes of a significant magnitude outside the immediate vicinity of Albuquerque. Therefore, the construction of a steady-state flow model of the aquifer system based on reported hydrologic data predating 1960 was justified. During construction of the steady-state model, simulated hydraulic conductivity values were adjusted, within acceptable physical limits, until a best fit between measured or reported and computed heads at 34 control wells was achieved. The modeled area was divided into six sub-areas, or zones, within each of which hydraulic conductivity was assumed to be uniform. The model consisted of six layers for each of which simulated transmissivity was proportional to the layer thickness. Adjustments to simulated hydraulic conductivity values in the different zones resulted in final values that ranged from a low of 0.25 ft/day in the west to 50 ft/day in the eastern part of the basin. The error of the simulation, defined as the absolute difference between the computed and the measured or reported water level at the corresponding point in the physical system being modeled, ranged from 0.6 ft to 36 ft, with an average of 14.6 ft for the 34 control wells. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844353","usgsCitation":"Kernodle, J.M., and Scott, W.B., 1986, Three-dimensional model simulation of steady-state ground-water flow in the Albuquerque-Belen Basin, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 84-4353, v, 58 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844353.","productDescription":"v, 58 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158694,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4353/report-thumb.jpg"},{"id":56833,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4353/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a2fe","contributors":{"authors":[{"text":"Kernodle, J. M.","contributorId":81139,"corporation":false,"usgs":true,"family":"Kernodle","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199059,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, W. B.","contributorId":87887,"corporation":false,"usgs":true,"family":"Scott","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199060,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26570,"text":"wri854297 - 1986 - Manual for estimating selected streamflow characteristics of natural-flow streams in the Colorado River basin in Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri854297","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4297","title":"Manual for estimating selected streamflow characteristics of natural-flow streams in the Colorado River basin in Utah","docAbstract":"Methods are presented for estimating 10 streamflow characteristics at three types of sites on natural flow streams in the Colorado River Basin in Utah. The streamflow characteristics include average discharge and annual maximum 1-, 7-, and 15-day mean discharges for recurrence intervals of 10, 50 and 100 years. At or near gaged sites, two methods weight gaging station data with regression equation values to estimate streamflow characteristics. At sites on ungaged streams, a method estimates streamflow characteristics using regression equations. The regression equations relate the streamflow characteristics to the following basin and climatic characteristics: contributing drainage area, mean basin elevation, mean annual precipitation, main channel slope, and forested area. Separate regression equations were developed for four hydrologically distinct regions in the study area. The standard error of estimate for the 10 streamflow characteristics ranges from 13% to 87%. Basin, climatic, and streamflow characteristics, available as of September 30, 1981, are presented for 135 gaging stations in Utah, Arizona, Colorado, and Wyoming. In addition, weighted estimates of the streamflow characteristics based on station data and the regression equation estimates are provided for most gaging stations. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854297","usgsCitation":"Christensen, R., Johnson, E., and Plantz, G., 1986, Manual for estimating selected streamflow characteristics of natural-flow streams in the Colorado River basin in Utah: U.S. Geological Survey Water-Resources Investigations Report 85-4297, vi, 38 p. :map ;28 cm., https://doi.org/10.3133/wri854297.","productDescription":"vi, 38 p. :map ;28 cm.","costCenters":[],"links":[{"id":118865,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4297/report-thumb.jpg"},{"id":55434,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4297/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55435,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4297/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64aec8","contributors":{"authors":[{"text":"Christensen, R.C.","contributorId":56670,"corporation":false,"usgs":true,"family":"Christensen","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":196634,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, E.B.","contributorId":77953,"corporation":false,"usgs":true,"family":"Johnson","given":"E.B.","affiliations":[],"preferred":false,"id":196635,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Plantz, G.G.","contributorId":79103,"corporation":false,"usgs":true,"family":"Plantz","given":"G.G.","affiliations":[],"preferred":false,"id":196636,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27802,"text":"wri864107 - 1986 - Effects on ground-water quality of seepage from a phosphatic clayey waste settling pond, north-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri864107","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4107","title":"Effects on ground-water quality of seepage from a phosphatic clayey waste settling pond, north-central Florida","docAbstract":"Water samples were taken from test wells drilled near an inactive phosphatic clayey waste storage settling pond, from the settling pond and its perimeter ditch, and from an active settling pond near White Springs, Hamilton County, in north-central Florida. The purpose was to document the seepage of chemical constituents from the inactive settling pond and ditch into the adjacent surficial groundwater system, and to assess the potential for movement of these constituents into the deeper Floridan aquifer system which is the major source of public supply in the area. The study area is underlain by a 2 ,500-ft-thick sequence of Coastal Plain sediments of Early Cretaceous to Holocene age. The rocks of Tertiary and Quaternary age that underlie the test site area can be grouped into three major geohydrologic units. In descending order, these units are: surficial aquifer, Hawthorn confining unit, and Floridan aquifer system. Phosphate deposits occur in the upper part of the surficial aquifer. Water in the active settling pond is a calcium magnesium sulfate type with a dissolved solids concentration of 250 mg/L, containing greater amounts of phosphorus, iron, aluminum, barium, zinc, and chromium than the other surface waters. Water in the perimeter ditch is a calcium sulfate type with a dissolved solids concentration of 360 to 390 mg/L, containing greater amounts of calcium, sulfate, nitrogen, and fluoride than other surface waters. Water from the inactive settling pond is a calcium magnesium bicarbonate type with a dissolved solids concentration of 140 mg/L, containing more bicarbonate than the other surface waters. Large amounts of chemical constituents in the phosphate waste disposal slurry are apparently trapped in the sediments of the settling ponds. The quality of water in the upper part of the surficial aquifer from wells within 200 to 400 ft of the inactive settling pond shows no signs of chemical contamination from phosphate industry operations. The horizontal groundwater velocity calculated for this aquifer between the ditch surrounding the settling pond and the test wells is between 100 to 2,000 ft/year, which is enough time for water to have reached the test wells in the 6 years the pond has been operating. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864107","usgsCitation":"Hunn, J.D., and Seaber, P., 1986, Effects on ground-water quality of seepage from a phosphatic clayey waste settling pond, north-central Florida: U.S. Geological Survey Water-Resources Investigations Report 86-4107, iv, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864107.","productDescription":"iv, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123980,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4107/report-thumb.jpg"},{"id":56636,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fa95","contributors":{"authors":[{"text":"Hunn, J. D.","contributorId":20362,"corporation":false,"usgs":true,"family":"Hunn","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":198708,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seaber, P. R.","contributorId":53802,"corporation":false,"usgs":true,"family":"Seaber","given":"P. R.","affiliations":[],"preferred":false,"id":198709,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":14065,"text":"ofr85100 - 1986 - Floods in south-central Iowa","interactions":[],"lastModifiedDate":"2016-03-11T11:53:52","indexId":"ofr85100","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-100","title":"Floods in south-central Iowa","docAbstract":"Flood profiles and discharges for the great floods of 1981 and 1982 in south-central Iowa are given. The profiles cover the South River, Squaw Creek, Otter Creek, White Breast Creek, Cedar Creek, North Cedar Creek, Chariton River and the South Fork Chariton River. The July 3, 1982, flood-peak discharge at the Cedar Creek gaging stations (05489000) near Bussey was 4.4 times that of the regional 100-year flood to rank as one of the greatest floods ever recorded in the state. Flood peak discharges determined on other streams ranged up to 2.4 times that of the regional 100-year flood discharges.
\nFlood-frequency discharges for the Cedar Creek basin are greater than 2 times those defined by regional relations. These high flood peaks are probably caused from basin characteristics not yet defined.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/ofr85100","collaboration":"Prepared in cooperation with: Highway Research Board, Highway Division, Iowa Department of Transportation","usgsCitation":"Heinitz, A.J., 1986, Floods in south-central Iowa: U.S. Geological Survey Open-File Report 85-100, 95 p.; 1 v. (various pagings): ill., map; 28 cm., https://doi.org/10.3133/ofr85100.","productDescription":"95 p.; 1 v. 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These rocks form 5 artesian aquifer systems that are recharged in the mountainous areas of Montana, South Dakota, and Wyoming and extend more than 600 miles to discharge areas in the northeastern part of North Dakota and in the Canadian Province of Manitoba. Generally, the principal direction of flow in each aquifer is deflected to the north and south around the Williston basin. Flow through the Williston basin is restricted because of geologic structure, and decreased permeability of rocks in the deeper parts of the basin. Major fracture systems or lineaments traverse the geologic section and are either vertical or horizontal conduits, or barriers to, groundwater flow. Vertical leakage from the aquifers is restricted by shale of minimal permeability, halite beds, and stratigraphic traps or minimal-permeability zones associated with petroleum accumulations. Interaquifer leakage appears to occur through and along some of the major lineaments. During the Pleistocene Epoch, thick ice sheets completely covered the discharge areas of the bedrock aquifers. This effectively blocked flow northeastward from the system and, at some locations, it may have caused a reversal of flow. The existing flow, system therefore, may not have reached hydrologic equilibrium with the stress of the last glacial period. (USGS)","language":"ENGLISH","doi":"10.3133/pp1402E","usgsCitation":"Downey, J.S., 1986, Geohydrology of bedrock aquifers in the Northern Great Plains in parts of Montana, North Dakota, South Dakota, and Wyoming: U.S. Geological Survey Professional Paper 1402, p. E1-E87; 3 plates in pocket, https://doi.org/10.3133/pp1402E.","productDescription":"p. E1-E87; 3 plates in pocket","costCenters":[],"links":[{"id":104622,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4833.htm","linkFileType":{"id":5,"text":"html"},"description":"4833"},{"id":122607,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1402e/report-thumb.jpg"},{"id":60365,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1402e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":60366,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1402e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":60367,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1402e/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":60368,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1402e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a56","contributors":{"authors":[{"text":"Downey, J. S.","contributorId":100013,"corporation":false,"usgs":true,"family":"Downey","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":208585,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14068,"text":"ofr85151 - 1986 - Floods of June-July 1982, in Iowa","interactions":[],"lastModifiedDate":"2016-03-07T13:45:30","indexId":"ofr85151","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-151","title":"Floods of June-July 1982, in Iowa","docAbstract":"Record flood-peak discharges occurred in June and July, 1982, in southwestern, south-central, and east-central Iowa. The record flood peaks resulted from rainfalls of 6 to 8 inches on soil saturated from persistent moderate to heavy rainfalls that began in May and continued through mid July.
\nMay was the wettest across Iowa since 1959, averaging just over 7 inches statewide to rank as Iowa's 6th wettest May in 100 years of State records. Statewide rainfall for July averaged in excess of 6 inches to rank among the 3rd wettest July in Iowa since 1958.
\nOne of the greatest floods ever recorded in the State occurred on Cedar Creek in south-central Iowa on July 3, 1982. The flood peak discharge at the gaging station near Bussey (05489000) was 4.4 times that of a regional 100-year flood. The gage height exceeded the record flood stage of July 4, 1981, by 5.78 feet. Flood peak discharges on other streams ranged up to 2.7 times that of a regional 100-year flood.
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