The storm of September 12-13, 1977, produced as much as 16 inches of rainfall in the Kansas City, Missouri-Kansas area, left 25 persons dead, many homeless, and caused over 50 million dollars in damages.
Data from National Weather Service recording rain gages indicate the storm came in two bursts within 24 hours. Flood hydrographs developed from streamflow records in the area also reflect the two events, with the second yielding the greater runoff.
Peak discharges were determined during and after flood at gaging stations and selected miscellaneous locations. Peak discharges in areas of great rainfall depths were well over the criteria for the 100-year flood.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7863","usgsCitation":"Hauth, L.D., and Carswell, W., 1978, Floods in Kansas City, Missouri and Kansas, September 12-13, 1977: U.S. Geological Survey Water-Resources Investigations Report 78-63, vi, 36 p., https://doi.org/10.3133/wri7863.","productDescription":"vi, 36 p.","numberOfPages":"46","costCenters":[],"links":[{"id":359447,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0063/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158864,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0063/report-thumb.jpg"}],"country":"United States","state":"Kansas, Missouri","city":"Kansas City","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -94.79965209960936,\n 38.7872749142083\n ],\n [\n -94.0704345703125,\n 38.7872749142083\n ],\n [\n -94.0704345703125,\n 39.26628442213066\n ],\n [\n -94.79965209960936,\n 39.26628442213066\n ],\n [\n -94.79965209960936,\n 38.7872749142083\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4dee","contributors":{"authors":[{"text":"Hauth, Leland D.","contributorId":17219,"corporation":false,"usgs":true,"family":"Hauth","given":"Leland","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":198369,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carswell, William J. Jr. carswell@usgs.gov","contributorId":1787,"corporation":false,"usgs":true,"family":"Carswell","given":"William J.","suffix":"Jr.","email":"carswell@usgs.gov","affiliations":[{"id":423,"text":"National Geospatial Program","active":true,"usgs":true}],"preferred":false,"id":198368,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28419,"text":"wri7875 - 1978 - Transit losses and traveltimes of reservoir releases along the Arkansas River from Pueblo Reservoir to John Martin Reservoir, southeastern Colorado","interactions":[],"lastModifiedDate":"2018-11-14T10:12:14","indexId":"wri7875","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-75","title":"Transit losses and traveltimes of reservoir releases along the Arkansas River from Pueblo Reservoir to John Martin Reservoir, southeastern Colorado","docAbstract":"The need for accurate information regarding the transit losses and traveltimes associated with releases from Pueblo Reservoir has been stimulated by construction of the U.S. Bureau of Reclamation's Fryingpan-Arkansas Project and a proposed winter-water storage program in Pueblo Reservoir. To meet this need, the U.S. Geological Survey, in cooperation with the Southeastern Colorado Water Conservancy District, studied the Arkansas River from Pueblo Reservoir to John Martin Reservoir, a distance of 142 river miles.
The volumes of reservoir releases are decreased or delayed during tran-sit by bank storage, channel storage, and evaporation. Results from a com-puter model, calibrated by a controlled-test release from Pueblo Reservoir, indicate transit losses are greatest for small releases of short duration that are made during periods of low antecedent streamflow. For equivalent releases, transit losses during the winter are about 7 percent less than losses during the summer.
Based on available streamflow records, the traveltime of reservoir releases in the study reach ranges from about 1.67 hours per mile at the downstream end of the study reach when antecedent streamflow is 10 cubic feet per second, to about 0.146 hour per mile at the upstream end of the study reach when antecedent streamflow is 3,000 cubic feet per second. Consequently, the traveltime of a release increases as antecedent streamflow diminishes.
Management practices that may be used to benefit water users in the study area include selection of the optimum time, rate, and duration of a reservoir release to minimize the transit losses, determination of an accurate traveltime, and diversion at several incremental rates.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7875","usgsCitation":"Livingston, R.K., 1978, Transit losses and traveltimes of reservoir releases along the Arkansas River from Pueblo Reservoir to John Martin Reservoir, southeastern Colorado: U.S. Geological Survey Water-Resources Investigations Report 78-75, iv, 30 p., https://doi.org/10.3133/wri7875.","productDescription":"iv, 30 p.","costCenters":[],"links":[{"id":159083,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0075/report-thumb.jpg"},{"id":359413,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0075/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","otherGeospatial":"Arkansas River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.732666015625,\n 37.9051994823157\n ],\n [\n -102.7606201171875,\n 37.9051994823157\n ],\n [\n -102.7606201171875,\n 38.324420427006544\n ],\n [\n -104.732666015625,\n 38.324420427006544\n ],\n [\n -104.732666015625,\n 37.9051994823157\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f129c","contributors":{"authors":[{"text":"Livingston, Russell K.","contributorId":69582,"corporation":false,"usgs":true,"family":"Livingston","given":"Russell","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":199763,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26740,"text":"wri78134 - 1978 - Land use, land cover, and drainage on the Albemarle-Pamlico Peninsula, Eastern North Carolina, 1974","interactions":[],"lastModifiedDate":"2025-07-21T17:19:29.617438","indexId":"wri78134","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-134","title":"Land use, land cover, and drainage on the Albemarle-Pamlico Peninsula, Eastern North Carolina, 1974","docAbstract":"A land use, land cover, and drainage map of the 2,000-square-mile Albermarle-Pamlico peninsula of eastern North Carolina has been prepared, at a scale of 1:125,000, as part of a larger study of the effects of large-scale land clearing on regional hydrology. The peninsula includes the most extensive area of wetland in North Carolina and one of the largest in the country. In recent years the pace of land clearing on the peninsula has accelerated as land is being converted from forest, swamp, and brushland to agricultural use. Conversion of swamps to intensive farming operations requires profound changes in the landscape. Vegetation is uprooted and burned and ditches and canals are dug to remove excess water. What is the impact of these changes on ground-water supplies and on the streams and surrounding coastal waters which receive the runoff This map will aid in answering these and similar questions that have arisen about the patterns of land use and the artificial drainage system that removes excess water from the land. By showing both land use and drainage, this map can be used to identify those areas where water-related problems may occur and help assess the nature and causes of these problems. The map covers the entire area east of the Suffolk Scarp, an area of about 2,000 square miles, for the year 1974 using data from 1974-76. Land use and land cover were compiled and modified from the U.S. Geological Survey 's Rocky Mount and Manteo LUDA maps. Additional information came from U.S. Geological Survey orthophotoquads, Landsat imagery, and field checking. Drainage was mapped from orthophotoquads, some field inspection, and 7-1/2 minute topographic quadrangle maps.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78134","collaboration":"Prepared in cooperation with the North Carolina Department of Natural Resources and Community Development","usgsCitation":"Daniel, C., 1978, Land use, land cover, and drainage on the Albemarle-Pamlico Peninsula, Eastern North Carolina, 1974: U.S. Geological Survey Water-Resources Investigations Report 78-134, 2 Plates: 47.94 x 30.89 inches and 47.90 x 31.02 inches, https://doi.org/10.3133/wri78134.","productDescription":"2 Plates: 47.94 x 30.89 inches and 47.90 x 31.02 inches","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158490,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0134/report-thumb.jpg"},{"id":492647,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0134/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":492646,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0134/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":492648,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0134/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Albemarle-Pamplico Peninsula","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -78.046875,\n 34.44315867450577\n ],\n [\n -78.046875,\n 36.57142382346277\n ],\n [\n -74.99267578125,\n 36.57142382346277\n ],\n [\n -74.99267578125,\n 34.44315867450577\n ],\n [\n -78.046875,\n 34.44315867450577\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf98","contributors":{"authors":[{"text":"Daniel, C.C.","contributorId":53427,"corporation":false,"usgs":true,"family":"Daniel","given":"C.C.","email":"","affiliations":[],"preferred":false,"id":196918,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28283,"text":"wri7817 - 1978 - Source, use, and disposition of water in Florida, 1975","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri7817","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-17","title":"Source, use, and disposition of water in Florida, 1975","docAbstract":"On the average, 18,420 million gallons of water was withdrawn for use in Florida each day in 1975--an increase of 3,107 million gallons per day (Mgal/d) rate since 1970. The 1975 daily total was made up of 11,502 million gallons of saline water and 6,918 million gallons of freshwater. The saline water supply, largely surface water, was pumped from tidal estuaries. Only 95.3 Mgal/d--less than 1 percent--was obtained from wells. The freshwater supply was almost equally divided between surface water (52 percent) and ground water (48 percent). Virtually all the saline water was used for thermoelectric power generation. Only 63 Mgal/d of saline water was used for all other industrial purposes. The largest user of the freshwater was for irrigation--2,868 Mgal/d. The remaining use of freshwater amounted to 1,698 Mgal/d for thermoelectric power generation; 1 ,146 Mgal/d for public supply; 940 Mgal/d for industrial use other than thermoelectric power generation; and 266 Mgal/d for rural domestic and livestock use. Irrigation, the largest user of freshwater, also is responsible for the greatest consumption, 1,332 Mgal/d or about half the water applied. Included in the quantity of water consumed by irrigation is that part of the conveyance loss made up of evapotranspiration--estimated at 109 Mgal/d. The remainder of the conveyance loss is returned to the ground water reservoir for reuse by seepage from the canals. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7817","usgsCitation":"Leach, S.D., 1978, Source, use, and disposition of water in Florida, 1975: U.S. Geological Survey Water-Resources Investigations Report 78-17, v, 89 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7817.","productDescription":"v, 89 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":159420,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0017/report-thumb.jpg"},{"id":57102,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697691","contributors":{"authors":[{"text":"Leach, Stanley D.","contributorId":101670,"corporation":false,"usgs":true,"family":"Leach","given":"Stanley","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199527,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26729,"text":"wri7828 - 1978 - Hydrologic analysis of the U.S. Bureau of Mines' underground oil-shale research-facility site, Piceance Creek Basin, Rio Blanco County, Colorado","interactions":[],"lastModifiedDate":"2023-01-12T22:32:57.591045","indexId":"wri7828","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-28","title":"Hydrologic analysis of the U.S. Bureau of Mines' underground oil-shale research-facility site, Piceance Creek Basin, Rio Blanco County, Colorado","docAbstract":"The U.S. Bureau of Mines plans to develop an underground oil-shale research facility near the center of Piceance Creek basin in Colorado. The oil-shale zone, which is to be penetrated by a shaft, is overlain by 1,400 feet of sedimentary rocks, primarily sandstone and marlstone, consisting of two aquifers separated by a confining layer. Three test holes were drilled by the U.S. Bureau of Mines to obtain samples of the oil shale, and to test the hydraulic properties of the two aquifers. The data collected during construction of the test holes were used to update an existing ground-water-flow computer model. The model was used to estimate the maximum amount of water that would have to be pumped to dewater the shaft during its construction. It is estimated that it would be necessary to pump as much as 3,080 gallons per minute to keep the shaft dry. Disposal of waste water and rock are the principal hydrologic problems associated with constructing the shaft. (Woodard-
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7828","usgsCitation":"Dale, R.H., and Weeks, J., 1978, Hydrologic analysis of the U.S. Bureau of Mines' underground oil-shale research-facility site, Piceance Creek Basin, Rio Blanco County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 78-28, iv, 35 p., https://doi.org/10.3133/wri7828.","productDescription":"iv, 35 p.","costCenters":[],"links":[{"id":411816,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35240.htm","linkFileType":{"id":5,"text":"html"}},{"id":55608,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0028/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122967,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0028/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Rio Blanco County","city":"Piceance Creek basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -108.333,\n 39.939\n ],\n [\n -108.333,\n 39.906\n ],\n [\n -108.292,\n 39.906\n ],\n [\n -108.292,\n 39.939\n ],\n [\n -108.333,\n 39.939\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a889a","contributors":{"authors":[{"text":"Dale, R. H.","contributorId":98711,"corporation":false,"usgs":true,"family":"Dale","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196900,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weeks, John B.","contributorId":36123,"corporation":false,"usgs":true,"family":"Weeks","given":"John B.","affiliations":[],"preferred":false,"id":196899,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28263,"text":"wri7811 - 1978 - Effects of urban development on the flood-flow characteristics of the Walnut Creek Basin, Des Moines Metropolitan area, Iowa","interactions":[],"lastModifiedDate":"2019-11-18T09:32:36","indexId":"wri7811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-11","title":"Effects of urban development on the flood-flow characteristics of the Walnut Creek Basin, Des Moines Metropolitan area, Iowa","docAbstract":"This report deals with the probable impact of urban development on the magnitude and frequency of flooding in the lower reach of the Walnut creek Basin.
Stream-modeling techniques, which include complete definition of unit hydroqraphs and precipitation loss-rate criteria, were utilized to evaluate the effects of urban development as measured by percentages of impervious area over the basin. A mathematical model, called HEC-1, was calibrated by using concurrent rainfall-runoff data collected at three gaging stations in the basin. The model parameters were regionalized to allow future users to estimate the model parameters for ungaged areas within the basin.
Long-term rainfall data recorded at two nearby stations were employed as basic input to the calibrated model to generate annual peak discharges corresponding to selected degrees of urbanization. Results are presented in tables and graphs, which compare the pre-urban and urban flood flow characteristics of the lower reach of the Walnut Creek basin.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7811","collaboration":"Prepared in cooperation with the Iowa Natural Resources Council","usgsCitation":"Lara, O.G., 1978, Effects of urban development on the flood-flow characteristics of the Walnut Creek Basin, Des Moines Metropolitan area, Iowa: U.S. Geological Survey Water-Resources Investigations Report 78-11, v, 31 p. , https://doi.org/10.3133/wri7811.","productDescription":"v, 31 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":369212,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0011/report.pdf"},{"id":318303,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0011/report-thumb.jpg"}],"country":"United States","state":"Iowa","otherGeospatial":"Walnut Creek basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.55545043945312,\n 41.57384762780053\n ],\n [\n -93.61793518066406,\n 41.68829673005491\n ],\n [\n -93.68728637695312,\n 41.793328494130215\n ],\n [\n -93.75801086425781,\n 41.8496161693754\n ],\n [\n -93.84178161621094,\n 41.87671893034394\n ],\n [\n -93.93928527832031,\n 41.90636538970964\n ],\n [\n -94.03953552246094,\n 41.91556321720713\n ],\n [\n -94.15695190429688,\n 41.883365022797314\n ],\n [\n -94.185791015625,\n 41.841431946284054\n ],\n [\n -94.17137145996094,\n 41.75133640385731\n ],\n [\n -94.12467956542969,\n 41.66932147792171\n ],\n [\n -94.09446716308594,\n 41.60209386160467\n ],\n [\n -94.06837463378906,\n 41.56665570423207\n ],\n [\n -93.97430419921875,\n 41.51886045990478\n ],\n [\n -93.78822326660156,\n 41.52657175967685\n ],\n [\n -93.66600036621094,\n 41.553297150595185\n ],\n [\n -93.61793518066406,\n 41.572820259168125\n ],\n [\n -93.55545043945312,\n 41.57384762780053\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60fea0","contributors":{"authors":[{"text":"Lara, Oscar G.","contributorId":19555,"corporation":false,"usgs":true,"family":"Lara","given":"Oscar","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":199493,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28452,"text":"wri7813 - 1978 - An analysis of stream temperatures, Green River Basin, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri7813","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-13","title":"An analysis of stream temperatures, Green River Basin, Wyoming","docAbstract":"A method for estimating temperatures of streams in the Green River basin, Wyoming, utilizes a regional model for estimating mean daily temperatures of streams at unmeasured sites. The regional model was developed by describing annual temperature patterns at 43 measured sites and by applying the harmonic function T = M + A -sin (0.0172 t + C)- where: T is mean daily temperature; M, A, and C are harmonic coefficients calculated from data for each stream-temperature station; and t is the day of the water year. Application of the equation for estimating temperatures at unmeasured sites requires regionalized estimates of M, A, and C. Regional estimates were developed with the aid of multiple-regression techniques, whereby the calculated harmonic coefficients were regressed against physical and climatic characteristics of the stream-temperature stations. Stream elevation was a significant factor affecting water temperature. Analysis of areal and temporal variations in temperature showed that springs, irrigation return flows, and reservoir storage were affecting reaches of several major streams. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7813","usgsCitation":"Lowham, H., 1978, An analysis of stream temperatures, Green River Basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 78-13, vi, 41 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7813.","productDescription":"vi, 41 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":122593,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0013/report-thumb.jpg"},{"id":57253,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68586a","contributors":{"authors":[{"text":"Lowham, H. W.","contributorId":8111,"corporation":false,"usgs":true,"family":"Lowham","given":"H. W.","affiliations":[],"preferred":false,"id":199824,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28261,"text":"wri7838 - 1978 - Quantitative hydrogeology of the Upper Republican Natural Resources District, southwest Nebraska","interactions":[],"lastModifiedDate":"2017-12-06T13:15:18","indexId":"wri7838","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-38","title":"Quantitative hydrogeology of the Upper Republican Natural Resources District, southwest Nebraska","docAbstract":"Ground-water use for irrigation from the Ogallala Formation }'as in-creased rapidly in the Upper Republican Natural Resources District in southwest Nebraska. Water levels declined as much as 16 feet between 1952 and 1975. Discharge of the aquifer to streams was reduced by as much as 19 percent between 1967 and 1975. Quantification of the hydrogeologic system was provided by the development, testing and use of simulation models describing the soil zone and ground-water/surface-water system. Models were linked through source-sink terms. The ground-water/surface-water model was used.to predict changes in water levels and streamflow caused by unrestricted irrigation-well installation and by no new wells after 1975. Water levels may decline as much as 140 feet in two areas by 2000 if installation of new wells is unrestricted. By 2000, water-level declines o-er the remainder of the area would be less than 60 feet under continued development and less than 40 feet with no new wells after 1975. The base flow of Frenchman, Stinking Water, and Spring Creeks coulA be reduced by more than.90 percent with no new well and eliminated by 1992 under continued development.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7838","usgsCitation":"Lappala, E.G., 1978, Quantitative hydrogeology of the Upper Republican Natural Resources District, southwest Nebraska: U.S. Geological Survey Water-Resources Investigations Report 78-38, viii, 199 p., https://doi.org/10.3133/wri7838.","productDescription":"viii, 199 p.","numberOfPages":"211","costCenters":[],"links":[{"id":349793,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0038/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0038/report-thumb.jpg"}],"country":"United States","state":"Nebraska","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-101.3432,40.6973],[-101.3421,40.3517],[-101.3234,40.351],[-101.3258,40.3152],[-101.3224,40.0042],[-101.3694,40.0043],[-101.4107,40.0045],[-101.5453,40.0043],[-101.6233,40.0042],[-101.7787,40.0039],[-101.8612,40.0039],[-102.0485,40.0039],[-102.0493,40.3495],[-102.0494,40.4401],[-102.0501,40.6983],[-102.0502,40.7492],[-102.0504,41.0019],[-102.0504,41.0037],[-101.3618,41.0035],[-101.248,41.005],[-101.2446,40.7827],[-101.2456,40.6974],[-101.3432,40.6973]]]},\"properties\":{\"name\":\"Chase\",\"state\":\"NE\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635dcc","contributors":{"authors":[{"text":"Lappala, Eric G.","contributorId":23182,"corporation":false,"usgs":true,"family":"Lappala","given":"Eric","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":199489,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28358,"text":"wri787 - 1978 - A rainfall-runoff modeling procedure for improving estimates of T-year (annual) floods for small drainage basins","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri787","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-7","title":"A rainfall-runoff modeling procedure for improving estimates of T-year (annual) floods for small drainage basins","docAbstract":"Maps depicting the influence of a climatic factor, C, on the magnitude of synthetic T-year (annual) floods were prepared for a large portion of the eastern United States. The climatic factors were developed by regression analysis of flood data using a parametric rainfall-runoff model and long-term rainfall records. Map estimates of C values and calibrated values of rainfall-runoff model parameters were used as variables in a synthetic T-year flood relation to compute ' map-model ' flood estimates for 98 small drainage basins in a six-state study area. Improved estimates of T-year floods were computed as a weighted average of the map-model estimate and an observed estimate, with the weights proportional to the relative accuracies of the two estimates. The accuracy of the map-model estimates was appraised by decomposing components of variance into average time-sampling error associated with the observed estimates and average map-model error. Map-model estimates have an accuracy, in terms of equivalent length of observed record, that ranges from 6 years for the 1.25-year flood up to 30 years for the 50- and 100-year flood. (Woodard-USGS)","language":"ENGLISH","publisher":"Geological Survey, Water Resources Division,","doi":"10.3133/wri787","usgsCitation":"Lichty, R.W., and Liscum, F., 1978, A rainfall-runoff modeling procedure for improving estimates of T-year (annual) floods for small drainage basins: U.S. Geological Survey Water-Resources Investigations Report 78-7, iv, 44 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri787.","productDescription":"iv, 44 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":123294,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0007/report-thumb.jpg"},{"id":57162,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0007/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a870a","contributors":{"authors":[{"text":"Lichty, Robert W.","contributorId":7697,"corporation":false,"usgs":true,"family":"Lichty","given":"Robert","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199660,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Liscum, Fred","contributorId":95463,"corporation":false,"usgs":true,"family":"Liscum","given":"Fred","email":"","affiliations":[],"preferred":false,"id":199661,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27400,"text":"wri77128 - 1978 - Reaeration capacity of the Rock River between Lake Koshkonong, Wisconsin and Rockton, Illinois","interactions":[],"lastModifiedDate":"2015-10-21T10:05:26","indexId":"wri77128","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-128","title":"Reaeration capacity of the Rock River between Lake Koshkonong, Wisconsin and Rockton, Illinois","docAbstract":"The reaeration capacity of the Rock River from Lake Koshkonong, Wisconsin, to Rockton, Illinois, was determined using the energy-dissipation model. The model was calibrated using data from radioactive-tracer measurements in the study reach. Reaeration coefficients (K2) were computed for the annual minimum 7-day mean discharge that occurs on the average of once in 10 years (Q7,10). A time-of-travel model was developed using river discharge, slope, and velocity data from three dye studies. The model was used to estimate traveltime for the Q7,10 for use in the energy-dissipation model. During one radiotracer study, 17 mile per hour winds apparently increased the reaeration coefficient about 40 times. (Woodard-USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri77128","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Grant, R.S., 1978, Reaeration capacity of the Rock River between Lake Koshkonong, Wisconsin and Rockton, Illinois: U.S. Geological Survey Water-Resources Investigations Report 77-128, iv, 33 p., https://doi.org/10.3133/wri77128.","productDescription":"iv, 33 p.","numberOfPages":"40","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":158808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0128/report-thumb.jpg"},{"id":56260,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0128/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Wisconsin","otherGeospatial":"Lake Koshkonong, Rock River, Rockton","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.25567626953125,\n 42.49741548732684\n ],\n [\n -89.25567626953125,\n 42.86086645611156\n ],\n [\n -88.75991821289062,\n 42.86086645611156\n ],\n [\n -88.75991821289062,\n 42.49741548732684\n ],\n [\n -89.25567626953125,\n 42.49741548732684\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6486e7","contributors":{"authors":[{"text":"Grant, R. Stephen","contributorId":83125,"corporation":false,"usgs":true,"family":"Grant","given":"R.","email":"","middleInitial":"Stephen","affiliations":[],"preferred":false,"id":198051,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26881,"text":"wri7867 - 1978 - Predictive analyses of ground-water discharges in the Willow Creek Watershed, northeast Nebraska","interactions":[],"lastModifiedDate":"2019-05-06T14:43:58","indexId":"wri7867","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-67","title":"Predictive analyses of ground-water discharges in the Willow Creek Watershed, northeast Nebraska","docAbstract":"Ground-water discharge to Willow Creek, which drains a 204 mi2 watershed in northeast Nebraska was predicted for six combinations of conditions of climate and ground-water development. A digital model of the ground water/surface-water system was stressed with recharge and withdrawal functions determined from a linear reservoir model of the soil zone.
The geohydrologic system includes a regional aquifer which containssand and gravel ranging in age from Pliocene through Pleistocene. The regional aquifer is unconfined in the western part of the watershed and confined in the eastern part. The confining layer, or blue clay, in the east is of Pleistocene age and comprises principally saturated eolian silts with very fine sand interbeds overlying a basal lacustrine clay. Where unconfined conditions exist in the regional aquifer, perennial flow of Willow Creek is sustained principally by ground-water discharge. Where confined conditions exist, the low hydraulic conductivity of the blue clay effectively isolates the regional aquifer from Willow Creek.
The stream-aquifer models were tested by comparing simulated against measured water levels and streamflow during 1975 and 1976. Agreement between simulated and observed values was obtained by modifying initial estimates of aquifer hydraulic conductivity and specific storage.
Future ground-water discharge to Willow Creek (base flow) was simulated by super-imposing different patterns of ground-water withdrawals upon variations from average recharge for a monthly climatic sequence identical with the period 1931 to 1954. Frequency analyses of the simulated monthly base flows showed that they would be less than 12 feet3 per second at least 50 percent of the time under all but completely undeveloped conditions. Simulated water-level declines in the regional aquifer at the end of the pumping season after a drought period similar to that of the 1930's were less than 5 feet where unconfined conditions exist and were more than 80 feet where confined conditions exist.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7867","collaboration":"Prepared in cooperation with Lower Elkhorn Natural Resources District and Conservation and Survey Division, Institute of Agriculture and Natural Resources, the University of Nebraska-Lincoln","usgsCitation":"Dugan, J.T., and Lappala, E.G., 1978, Predictive analyses of ground-water discharges in the Willow Creek Watershed, northeast Nebraska: U.S. Geological Survey Water-Resources Investigations Report 78-67, v, 66 p., https://doi.org/10.3133/wri7867.","productDescription":"v, 66 p.","costCenters":[],"links":[{"id":363537,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0067/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157351,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0067/report-thumb.jpg"}],"country":"United States ","state":"Nebraska","otherGeospatial":"Willow Creek watershed","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -97.97744750976562,\n 41.964085349226664\n ],\n [\n -97.24067687988281,\n 41.964085349226664\n ],\n [\n -97.24067687988281,\n 42.36919824433563\n ],\n [\n -97.97744750976562,\n 42.36919824433563\n ],\n [\n -97.97744750976562,\n 41.964085349226664\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605281","contributors":{"authors":[{"text":"Dugan, Jack T.","contributorId":102456,"corporation":false,"usgs":true,"family":"Dugan","given":"Jack","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":197175,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lappala, Eric G.","contributorId":23182,"corporation":false,"usgs":true,"family":"Lappala","given":"Eric","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197174,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27609,"text":"wri7895 - 1978 - Appraisal of uncontrolled flowing artesian wells in Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri7895","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-95","title":"Appraisal of uncontrolled flowing artesian wells in Florida","docAbstract":"An estimated 15,000 uncontrolled flowing wells, many discharging water of poor quality are wastefully discharging about 790 million gallons per day by surface and internal flow. Internal flow in principal problem areas have been identified in Brevard, Charlotte, Clay, De Soto, Duval, Flagler, Glades, Hendry, Hillsborough, Lee, Manatee, Martin, Nassau, and Sarasota Counties. In many areas, uncontrolled discharge over the years has caused a decline in the potentiometric surface locally and regionally, and a deterioration of the potable water aquifers. Programs for control of flowing wells are being carried on by State, county, municipal, or Federal agencies in 21 countries. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7895","usgsCitation":"Healy, H.G., 1978, Appraisal of uncontrolled flowing artesian wells in Florida: U.S. Geological Survey Water-Resources Investigations Report 78-95, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri7895.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":95656,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0095/report.pdf","size":"1872","linkFileType":{"id":1,"text":"pdf"}},{"id":159027,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0095/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a334","contributors":{"authors":[{"text":"Healy, Henry G.","contributorId":89916,"corporation":false,"usgs":true,"family":"Healy","given":"Henry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":198406,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27904,"text":"wri78127 - 1978 - Ground-water conditions in the Eureka area, Humboldt County, California, 1975","interactions":[],"lastModifiedDate":"2015-10-22T13:21:13","indexId":"wri78127","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-127","title":"Ground-water conditions in the Eureka area, Humboldt County, California, 1975","docAbstract":"Ground-water conditions in the Eureka area, Calif., were evaluated during 1975 to determine whether significant changes had occurred since 1952, when an earlier reconnaissance was made. No major changes in water levels or water quality were noted at 1975 pumping rates. Recharge to the ground-water system compensates for both artificial and natural discharge. The position of the freshwater-saltwater transition zone underlying the alluvial flood plains in the summer of 1975 were unchanged from those in 1952. Ground water continues to be used principally for irrigation on the alluvial flood plains of the Eel and Mad Rivers. In 1975, about 425 irrigation wells supplied an estimated 24,000 acre-feet of ground water to the Eureka area; half of those wells were located on the Eel River flood plain. The estimated total ground-water pumpage for irrigation, industry, public supply, domestic use, and livestock was 27,500 acre-feet. During the irrigation season, there is a higher rate of recharge from the rivers which helps to maintain ground-water storage and stabilize the freshwater-seawater transition zone. (Woodard-USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78127","collaboration":"Prepared in cooperation with the Humboldt County Department of Public Works","usgsCitation":"Johnson, M.J., 1978, Ground-water conditions in the Eureka area, Humboldt County, California, 1975: U.S. Geological Survey Water-Resources Investigations Report 78-127, iv, 45 p., https://doi.org/10.3133/wri78127.","productDescription":"iv, 45 p.","numberOfPages":"51","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":158645,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri78127.jpg"},{"id":310511,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0127/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Humboldt County","otherGeospatial":"Eureka","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-124.2252,40.6867],[-124.2231,40.6853],[-124.2281,40.6914],[-124.2252,40.6867]]],[[[-124.1628,40.8075],[-124.1656,40.8069],[-124.1644,40.81],[-124.1564,40.8111],[-124.1628,40.8075]]],[[[-124.1664,40.8197],[-124.1572,40.8172],[-124.1772,40.8081],[-124.1664,40.8197]]],[[[-124.1647,41.0764],[-124.1681,41.0767],[-124.1642,41.0797],[-124.1647,41.0764]]],[[[-123.7714,41.4656],[-123.7706,41.3811],[-123.5036,41.3829],[-123.4821,41.3722],[-123.4744,41.3661],[-123.4817,41.3541],[-123.4771,41.3274],[-123.4644,41.3183],[-123.4559,41.2981],[-123.4638,41.2861],[-123.4454,41.2744],[-123.4417,41.2518],[-123.4543,41.2359],[-123.4353,41.2243],[-123.4353,41.2147],[-123.4141,41.1954],[-123.409,41.1801],[-123.4138,41.1686],[-123.4306,41.1617],[-123.4286,41.1268],[-123.4407,41.0919],[-123.4448,41.0886],[-123.4626,41.0899],[-123.4586,41.0846],[-123.4605,41.0754],[-123.4578,41.0705],[-123.4421,41.0615],[-123.4293,41.0623],[-123.4235,41.0566],[-123.4221,41.0417],[-123.4154,41.0319],[-123.408,41.0303],[-123.4071,41.0244],[-123.4075,41.0108],[-123.4202,41.0077],[-123.4359,40.9727],[-123.4513,40.9649],[-123.4504,40.9595],[-123.4442,40.9565],[-123.4447,40.9451],[-123.4529,40.9394],[-123.4674,40.9367],[-123.4772,40.9264],[-123.479,40.9159],[-123.4991,40.9158],[-123.5231,40.9309],[-123.5377,40.9313],[-123.5425,40.9416],[-123.5564,40.9494],[-123.5666,40.9477],[-123.5655,40.9377],[-123.5874,40.9284],[-123.6195,40.9346],[-123.6246,40.9286],[-123.5952,40.8827],[-123.5985,40.8781],[-123.5895,40.8693],[-123.5785,40.8683],[-123.5845,40.8568],[-123.5749,40.8575],[-123.5717,40.8553],[-123.5704,40.8427],[-123.5594,40.8421],[-123.5625,40.8334],[-123.558,40.829],[-123.5659,40.8178],[-123.555,40.8082],[-123.5518,40.7951],[-123.5546,40.7801],[-123.5469,40.773],[-123.5514,40.7665],[-123.5473,40.7472],[-123.5413,40.7392],[-123.5466,40.502],[-123.5438,40.0038],[-124.0237,40.0019],[-124.0543,40.0239],[-124.0641,40.0257],[-124.0679,40.0216],[-124.0754,40.0247],[-124.0802,40.0335],[-124.0805,40.0664],[-124.0863,40.0784],[-124.1097,40.1027],[-124.1385,40.1165],[-124.1873,40.1303],[-124.2161,40.1619],[-124.2331,40.1743],[-124.2578,40.1842],[-124.2747,40.1975],[-124.2907,40.2038],[-124.3215,40.2274],[-124.3271,40.2365],[-124.361,40.2574],[-124.3638,40.2757],[-124.3559,40.2943],[-124.3534,40.2935],[-124.349,40.3193],[-124.3632,40.3463],[-124.3694,40.3853],[-124.4035,40.4227],[-124.4038,40.4321],[-124.4096,40.441],[-124.3948,40.4657],[-124.3837,40.4946],[-124.3885,40.5096],[-124.3666,40.541],[-124.3117,40.6494],[-124.2355,40.7553],[-124.2444,40.7658],[-124.2336,40.7561],[-124.2287,40.7452],[-124.2334,40.7452],[-124.2499,40.7276],[-124.2682,40.6995],[-124.2337,40.691],[-124.2231,40.6775],[-124.2161,40.6764],[-124.2147,40.6792],[-124.2225,40.6853],[-124.22,40.6867],[-124.2231,40.6986],[-124.2122,40.7058],[-124.2219,40.7233],[-124.2147,40.7353],[-124.2225,40.7394],[-124.2067,40.7433],[-124.1978,40.7528],[-124.2025,40.7711],[-124.1989,40.7708],[-124.1989,40.7628],[-124.195,40.7789],[-124.1886,40.7853],[-124.1831,40.8014],[-124.1482,40.8102],[-124.1394,40.8033],[-124.1278,40.8019],[-124.145,40.8103],[-124.1236,40.8064],[-124.1156,40.8136],[-124.0878,40.8247],[-124.0833,40.8322],[-124.0844,40.8467],[-124.0933,40.8556],[-124.1039,40.8597],[-124.1176,40.8524],[-124.1366,40.8646],[-124.1489,40.8653],[-124.1481,40.8728],[-124.1531,40.8675],[-124.1494,40.8606],[-124.1561,40.8608],[-124.1584,40.8516],[-124.1688,40.8401],[-124.1731,40.8244],[-124.1885,40.8095],[-124.1946,40.7891],[-124.2217,40.7653],[-124.2211,40.7597],[-124.2397,40.7683],[-124.2288,40.767],[-124.1847,40.8308],[-124.1576,40.8774],[-124.1342,40.933],[-124.1156,41.0006],[-124.1129,41.0272],[-124.1203,41.0419],[-124.1394,41.0569],[-124.1517,41.0517],[-124.1539,41.0539],[-124.1489,41.0619],[-124.16,41.0689],[-124.1547,41.0867],[-124.1635,41.1006],[-124.1594,41.1233],[-124.1656,41.1292],[-124.1625,41.1322],[-124.1654,41.1385],[-124.1592,41.1442],[-124.1481,41.1403],[-124.1417,41.1453],[-124.1078,41.2233],[-124.1083,41.2356],[-124.0897,41.2931],[-124.0861,41.3217],[-124.0689,41.3883],[-124.0642,41.4411],[-124.0617,41.4414],[-124.0658,41.4508],[-124.0653,41.4633],[-123.7714,41.4656]]]]},\"properties\":{\"name\":\"Humboldt\",\"state\":\"CA\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d1c7","contributors":{"authors":[{"text":"Johnson, Michael J. johnsonm@usgs.gov","contributorId":2282,"corporation":false,"usgs":true,"family":"Johnson","given":"Michael","email":"johnsonm@usgs.gov","middleInitial":"J.","affiliations":[{"id":17705,"text":"Wetland and Aquatic Research Center","active":true,"usgs":true}],"preferred":true,"id":198876,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27369,"text":"wri7891 - 1978 - Limnology of Taylor Creek impoundment with reference to other water bodies in Upper St. Johns River Basin, Florida","interactions":[],"lastModifiedDate":"2018-11-02T14:07:19","indexId":"wri7891","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-91","title":"Limnology of Taylor Creek impoundment with reference to other water bodies in Upper St. Johns River Basin, Florida","docAbstract":"Taylor Creek Impoundment was constructed on the western side of the upper St. Johns River basin as part of a plan for flood control and water regulation. The impoundment, which has a surface area of about 4,000 acres, was initially filled late in 1969. Water of relatively poor quality was observed in the impoundment during its first three years of its existence (1970-72).
The depth of the impoundment is sufficient to allow thermal stratification, and a thermocline usually develops at depths of 8 to 10 feet. During 1970-72 the hypolimnion remained anaerobic for more than half the year. The hypolimnion also accumulated high concentrations of phosphorus, ammonia-nitrogen, carbon dioxide, ferrous iron, hydrogen sulfide and other substances. The poor water quality is attributed to the decomposition of flooded vegetation, decomposition of soil organic matter, and heavy growths of phytoplankton and duckweed stimulated by an abundant supply of nutrients. Flushing of the impoundment and depletion of leachable nutrients and soil organic matter have led to an improvement in water quality since 1972.
During 1973 and 1974 the depth to the top of the anaerobic zone increased to more than 12 feet and by 1974 the period of anaerobiosis decreased to less than 2 months out of 12. Phosphorus concentration after the fall overturn decreased more than 50 percent between 1970 and 1974. The reduction in biochemical oxygen demand during this period suggests a decrease in primary productivity.
Water released from the impoundment during the period 1969-75 was similar in quality to nearby Wolf Creek and Jane Green Creek. Of 21 physical, organic, and inorganic constituents, only ammonia-nitrogen was significantly higher in releases from the impoundment than it was in the natural streams. Dissolved oxygen was higher in water released from the impoundment than in the natural streams and dissolved solids concentration were lower. Large releases from the impoundment may, under certain conditions, produce velocities great enough to resuspend bottom sediments several miles downstream at a point where Taylor Creek flows into Lake Poinsett.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7891","usgsCitation":"Goolsby, D.A., and McPherson, B.F., 1978, Limnology of Taylor Creek impoundment with reference to other water bodies in Upper St. Johns River Basin, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-91, vii, 95 p., https://doi.org/10.3133/wri7891.","productDescription":"vii, 95 p.","costCenters":[],"links":[{"id":158482,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0091/reprot-thumb.jpg"},{"id":359119,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0091/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Upper St. Johns River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.25,\n 27.5\n ],\n [\n -80.5,\n 27.5\n ],\n [\n -80.5,\n 28.75\n ],\n [\n -81.25,\n 28.75\n ],\n [\n -81.25,\n 27.5 ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a5133","contributors":{"authors":[{"text":"Goolsby, Donald A.","contributorId":46083,"corporation":false,"usgs":true,"family":"Goolsby","given":"Donald","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197994,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McPherson, Benjamin F.","contributorId":17965,"corporation":false,"usgs":true,"family":"McPherson","given":"Benjamin","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197993,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26896,"text":"wri78113 - 1978 - Two-dimensional and three-dimensional digital flow models of the Salinas Valley ground-water basin, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri78113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-113","title":"Two-dimensional and three-dimensional digital flow models of the Salinas Valley ground-water basin, California","docAbstract":"The Salinas Valley ground-water basin is in central coastal California. The ground-water basin extends from Monterey Bay southeastward along the Salinas River to San Ardo, a distance of about 70 miles, and has a maximum thickness of about 2,000 feet. Annual recharge to the ground-water basin, which is derived mostly from the Salinas River, is about 290,000 acre-feet. Annual discharge, which is mostly from pumpage but also includes the consumptive use of ground water by riparian vegetation along the Salinas River, is about 507,000 acre-feet. About 45 percent of the pumpage, or about 217,000 acre-feet of water annually, returns to the ground-water system. A system of interacting hydrologic models was developed for the Salinas Valley. These models include the small-stream model, river model, two-dimensional ground-water model, and three-dimensional ground-water model. The small-stream model simulates ground-water recharge from small streams that are tributary to the Salinas River. The river model simulates ground-water recharge from the surface-water discharge in the Salinas River. The two-dimensional and three-dimensional ground-water models simulate hydraulic head in the ground-water basin. (Woodard-USGS)","language":"ENGLISH","publisher":"Water Resources Division, U.S. Geological Survey,","doi":"10.3133/wri78113","usgsCitation":"Durbin, T.J., Kapple, G., and Freckleton, J.R., 1978, Two-dimensional and three-dimensional digital flow models of the Salinas Valley ground-water basin, California: U.S. Geological Survey Water-Resources Investigations Report 78-113, xi, 134 p. :ill., maps (some fold. in pocket) ;28 cm., https://doi.org/10.3133/wri78113.","productDescription":"xi, 134 p. :ill., maps (some fold. in pocket) ;28 cm.","costCenters":[],"links":[{"id":157365,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a48e4b07f02db623925","contributors":{"authors":[{"text":"Durbin, T. J.","contributorId":55818,"corporation":false,"usgs":true,"family":"Durbin","given":"T.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197205,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kapple, G.W.","contributorId":88764,"corporation":false,"usgs":true,"family":"Kapple","given":"G.W.","affiliations":[],"preferred":false,"id":197206,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Freckleton, J. R.","contributorId":93498,"corporation":false,"usgs":true,"family":"Freckleton","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197207,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27842,"text":"wri7821 - 1978 - Chemical and physical quality of selected public water supplies in Florida, August-September 1976","interactions":[],"lastModifiedDate":"2019-11-13T10:34:59","indexId":"wri7821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-21","title":"Chemical and physical quality of selected public water supplies in Florida, August-September 1976","docAbstract":"Results of a 1976 water-quality reconnaissance made by the U.S. Geological Survey indicated that, with few exceptions, all public water supplies in Florida are of high quality and meet the standards set forth in the National Interim Primary Drinking Water Regulations. Occasionally the concentrations of fluoride, turbidity, cadmium, chromium, and lead approximated, equaled, or exceeded maximum contaminant levels with exceedences occurring very infrequently. The pesticides 2,4-D and silvex, were detected in some public supplies throughout the State mainly in surface water. Although pesticides were not detected in concentrations approaching the maximum levels established in the regulations, their presence does signal that the activities of man are beginning to affect some water resources. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7821","usgsCitation":"Irwin, G.A., and Healy, H.G., 1978, Chemical and physical quality of selected public water supplies in Florida, August-September 1976: U.S. Geological Survey Water-Resources Investigations Report 78-21, vi, 200 p., https://doi.org/10.3133/wri7821.","productDescription":"vi, 200 p.","costCenters":[],"links":[{"id":158796,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5ee4b07f02db633f2c","contributors":{"authors":[{"text":"Irwin, G. A.","contributorId":35733,"corporation":false,"usgs":true,"family":"Irwin","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198764,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Healy, Henry G.","contributorId":89916,"corporation":false,"usgs":true,"family":"Healy","given":"Henry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":198765,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28609,"text":"wri7845 - 1978 - Ground-water quality near the northwest 58th Street solid-waste disposal facility, Dade County, Florida","interactions":[],"lastModifiedDate":"2019-07-23T11:48:55","indexId":"wri7845","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-45","title":"Ground-water quality near the northwest 58th Street solid-waste disposal facility, Dade County, Florida","docAbstract":"The Northwest 58th Street solid-waste disposal facility, 3 miles west of a major Dade County municipal water-supply well field, overlays the Biscayne aquifer, a permeable, solution-riddled limestone which transmits leachates eastward at a calculated rate of 2.9 feet per day. A discrete, identifiable leachate plume has been recognized under and downgradient from the waste disposal facility. Concentrations of sodium, ammonia, and dissolved solids decreased with depth beneath the disposal area and downgradient in response to an advective and convective dispersion. At a distance of about one-half downgradient, the rate of contribution of leachate from the source to the leading edge of the plume was about equal to the rate of loss of leachate from the leading edge of the plume by diffusion and dilution by rainfall infiltration during the period August 1973 - July 1975. Heavy metals and pesticides are filtered, adsorbed by aquifer materials, or are precipitated near the disposal area. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7845","usgsCitation":"Mattraw, H.C., Hull, J.E., and Klein, H., 1978, Ground-water quality near the northwest 58th Street solid-waste disposal facility, Dade County, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-45, vi, 61 p. , https://doi.org/10.3133/wri7845.","productDescription":"vi, 61 p. ","costCenters":[],"links":[{"id":159071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0045/report-thumb.jpg"},{"id":365858,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Dade County","otherGeospatial":"58th Street solid-waste disposal facility","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.33880650997162,\n 25.826282502041245\n ],\n [\n -80.33802598714828,\n 25.826282502041245\n ],\n [\n -80.33802598714828,\n 25.82660601878737\n ],\n [\n -80.33880650997162,\n 25.82660601878737\n ],\n [\n -80.33880650997162,\n 25.826282502041245\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697556","contributors":{"authors":[{"text":"Mattraw, H. C. Jr.","contributorId":21996,"corporation":false,"usgs":true,"family":"Mattraw","given":"H.","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200111,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hull, John E.","contributorId":15616,"corporation":false,"usgs":true,"family":"Hull","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200110,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Klein, Howard","contributorId":62189,"corporation":false,"usgs":true,"family":"Klein","given":"Howard","email":"","affiliations":[],"preferred":false,"id":200112,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27846,"text":"wri791 - 1978 - Water-quality assessment of runoff from a rural highway bridge near Tallahassee, Florida","interactions":[],"lastModifiedDate":"2019-07-15T10:11:32","indexId":"wri791","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"79-1","title":"Water-quality assessment of runoff from a rural highway bridge near Tallahassee, Florida","docAbstract":"Runoff from a rural highway bridge on U.S. 27 near Tallahassee, Florida, was found to have an insignificant water-quality loading impact on the Ochlockonee River. Potential annual-runoff loads on the bridge surface for virtually all constituents studied were less than one percent of those transported by the river at the study site. The loading rates for some parameters were significantly related to traffic counts, but the regression equations were limited to traffic ranges between 3,800 to 4,200 vehicles per day in 1977-78. Precipitation samples indicated that a significant percentage of the constituent loading to the bridge surface is from atmospheric deposition. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri791","usgsCitation":"Irwin, G.A., and Losey, G.T., 1978, Water-quality assessment of runoff from a rural highway bridge near Tallahassee, Florida: U.S. Geological Survey Water-Resources Investigations Report 79-1, v, 27 p. , https://doi.org/10.3133/wri791.","productDescription":"v, 27 p. ","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":158603,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0001/report-thumb.jpg"},{"id":365505,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0001/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","city":"Tallahassee","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84.4134521484375,\n 30.344435586368462\n ],\n [\n -84.144287109375,\n 30.344435586368462\n ],\n [\n -84.144287109375,\n 30.526779182105784\n ],\n [\n -84.4134521484375,\n 30.526779182105784\n ],\n [\n -84.4134521484375,\n 30.344435586368462\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e715e","contributors":{"authors":[{"text":"Irwin, G. A.","contributorId":35733,"corporation":false,"usgs":true,"family":"Irwin","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198772,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Losey, Gerald T.","contributorId":97150,"corporation":false,"usgs":true,"family":"Losey","given":"Gerald","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":198773,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27353,"text":"wri7829 - 1978 - Water-supply potential of the lower Hillsborough River, Florida, 1976","interactions":[],"lastModifiedDate":"2020-02-04T12:15:26","indexId":"wri7829","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-29","title":"Water-supply potential of the lower Hillsborough River, Florida, 1976","docAbstract":"The Tampa Reservoir Dam, constructed in 1945 on the lower Hillsborough River 10 miles above the mouth, provides 12.5 miles of natural channel storage for city water supply. Flow of the lower Hillsborough River and storage in Tampa Reservoir become deficient during annual dry periods. Excluding dead storage, Tampa Reservoir capacity is 2,000 million gallons at a maximum stage of 22.5 feet above mean sea level. For 20-year, annual-minimum-flow conditions, Hillsborough River flow is exceeded when the draft rate reaches 38 million gallons per day. In any year, at full capacity, Tampa Reservoir and Hillsborough River have a 5-percent chance of failing to supply at least 66 million gallons of water per day; and a 2-percent chance of failing to supply at least 59 million gallons per day.
Runoff and effluent from agricultural, industrial, and urban areas enter the stream system above Tampa Reservoir. A wide range of chemical constituents, including nutrients, metals, herbicides, and pesticides analyzed in samples taken at the reservoir, are all below the maximum acceptable limits set by the U.S. Environmental Protection Agency for raw waters used for public supply. Water color exceeds the recommended level based on aesthetic considerations. The color is successfully removed through the treatment process at the Tampa water treatment plant.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7829","collaboration":"Prepared in cooperation with the City of Tampa and the Southwest Florida Water Management District","usgsCitation":"Goetz, C.L., Reichenbaugh, R.C., and Ogle, J., 1978, Water-supply potential of the lower Hillsborough River, Florida, 1976: U.S. Geological Survey Water-Resources Investigations Report 78-29, Report: iv, 25 p.; 1 Plate: 29.51 x 26.82 inches, https://doi.org/10.3133/wri7829.","productDescription":"Report: iv, 25 p.; 1 Plate: 29.51 x 26.82 inches","costCenters":[],"links":[{"id":158667,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0029/report-thumb.jpg"},{"id":372011,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0029/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":372012,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/wri/1978/0029/figure-1.pdf","text":"Figure 1","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Hillsborough River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.55,\n 27.9\n ],\n [\n -82,\n 27.9\n ],\n [\n -82,\n 28.4\n ],\n [\n -82.55,\n 28.4\n ],\n [\n -82.55,\n 27.9\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b1020","contributors":{"authors":[{"text":"Goetz, Carole L.","contributorId":63850,"corporation":false,"usgs":true,"family":"Goetz","given":"Carole","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197968,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reichenbaugh, Ronald C.","contributorId":222163,"corporation":false,"usgs":true,"family":"Reichenbaugh","given":"Ronald","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197967,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ogle, Junior K.","contributorId":222164,"corporation":false,"usgs":true,"family":"Ogle","given":"Junior K.","affiliations":[],"preferred":false,"id":197966,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26721,"text":"wri77123 - 1978 - Fluvial sediment study of Fishtrap and Dewey Lakes drainage basins, Kentucky-Virginia","interactions":[],"lastModifiedDate":"2025-01-08T22:40:11.942634","indexId":"wri77123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-123","title":"Fluvial sediment study of Fishtrap and Dewey Lakes drainage basins, Kentucky-Virginia","docAbstract":"Fourteen drainage basins above Fishtrap and Dewey Lakes in the Levisa Fork and Johns Creek drainage basins of eastern Kentucky and southwestern Virginia were studied to determine sedimentation rates and origin of sediment entering the two lakes. The basins ranged in size from 1.68 to 297 square miles. Sediment yields ranged from 2,890 to 21,000 tons per square mile where surface-mining techniques predominated, and from 732 to 3 ,470 tons per square mile where underground mining methods predominated. Yields, in terms of tons per acre-foot of runoff, ranged from 2.2 to 15 for surface-mined areas, and from 0.5 to 2.7 for underground-mined areas. Water and sediment discharges from direct runoff during storms were compared for selected surface-mined and underground-mined areas. Data points of two extensively surface-mined areas, one from the current project and one from a previous project in Beaver Creek basin, McCreary County, Kentucky, grouped similarly in magnitude and by season. Disturbed areas from mining activities determined from aerial photographs reached 17 percent in one study area where extensive surface mining was being practiced. For most areas where underground mining was practiced, percentage disturbed area was almost negligible. Trap efficiency of Fishtrap Lake was 89 percent, and was 62 percent for Dewey Lake. Average annual deposition rates were 464 and 146 acre-feet for Fishtrap and Dewey Lakes, respectively. The chemical quality of water in the Levisa Fork basin has been altered by man 's activities.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77123","usgsCitation":"Curtis, W.F., Flint, R.F., George, F.H., and Santos, J.F., 1978, Fluvial sediment study of Fishtrap and Dewey Lakes drainage basins, Kentucky-Virginia: U.S. Geological Survey Water-Resources Investigations Report 77-123, xi, 92 p., https://doi.org/10.3133/wri77123.","productDescription":"xi, 92 p.","costCenters":[],"links":[{"id":366194,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0123/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158260,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0123/report-thumb.jpg"},{"id":465926,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35124.htm","text":"Dewey Lake","linkFileType":{"id":5,"text":"html"}},{"id":465927,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35125.htm","text":"Fishtrap Lake","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Kentucky, Virginia","otherGeospatial":"Dewey Lake, Fishtrap Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.7764892578125,\n 37.38979975341983\n ],\n [\n -82.29583740234375,\n 37.38979975341983\n ],\n [\n -82.29583740234375,\n 37.75334401310656\n ],\n [\n -82.7764892578125,\n 37.75334401310656\n ],\n [\n -82.7764892578125,\n 37.38979975341983\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47c3e4b07f02db4a7e1d","contributors":{"authors":[{"text":"Curtis, William F.","contributorId":70433,"corporation":false,"usgs":true,"family":"Curtis","given":"William","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196888,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flint, Russell F.","contributorId":91144,"corporation":false,"usgs":true,"family":"Flint","given":"Russell","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196889,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"George, Frederick H.","contributorId":16462,"corporation":false,"usgs":true,"family":"George","given":"Frederick","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196886,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Santos, John F.","contributorId":21530,"corporation":false,"usgs":true,"family":"Santos","given":"John","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196887,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26897,"text":"wri77129 - 1978 - Well-response model of the confined area, Bunker Hill ground-water basin, San Bernardino County, California","interactions":[],"lastModifiedDate":"2019-08-05T10:08:10","indexId":"wri77129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-129","title":"Well-response model of the confined area, Bunker Hill ground-water basin, San Bernardino County, California","docAbstract":"The Bunker Hill ground-water basin, in the vicinity of San Bernardino, Calif., is being artificially recharged with imported water. Current and future artificial recharge of the basin may cause the potentiometric surface in an area of confined ground water to rise above land surface and water to flow from uncapped and unplugged wells. This could cause damage to structures where the soil becomes waterlogged and where buried wells begin to flow beneath the structures. A well-response model was used to generate a series of water-level hydrographs representing the response of the ground-water basin to six possible combinations of conditions for each well; one pumping rate, two artificial-recharge rate, and three natural-recharge rates. Inflow to the ground-water basin exceeds outflow for all tested combinations. According to model predictions, the accumulation of stored ground water resulting from the excess of inflow is sufficient to cause the water level in the selected wells to rise above land surface for all but one of the combinations of conditions tested. Water levels in wells are predicted to rise above the land surface as early as 1981 for the combination with the greatest excess of inflow. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77129","usgsCitation":"Durbin, T.J., and Morgan, C.O., 1978, Well-response model of the confined area, Bunker Hill ground-water basin, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 77-129, v, 39 p. , https://doi.org/10.3133/wri77129.","productDescription":"v, 39 p. 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Bernardino\",\"state\":\"CA\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48c9e4b07f02db5421b3","contributors":{"authors":[{"text":"Durbin, Timothy J.","contributorId":63373,"corporation":false,"usgs":true,"family":"Durbin","given":"Timothy","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197208,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morgan, Charles O.","contributorId":66238,"corporation":false,"usgs":true,"family":"Morgan","given":"Charles","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":197209,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27346,"text":"wri7850 - 1978 - Availability and quality of ground water in the Lake George area, southeastern Park County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri7850","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-50","title":"Availability and quality of ground water in the Lake George area, southeastern Park County, Colorado","docAbstract":"Water for domestic use in the Lake George area, Colo., is produced from four aquifers. Two of the aquifers, fractured-cyrstalline and volcanic rocks, have a water table ranging from 10 to 100 feet below land surface and well yields range from 0.08 to 6 gallons per minute. The consolidated sedimentary-rock and unconsolidated-alluvial aquifers have a water table ranging from near land surface to 60 feet below land surface and well yields range from 2 to 50 gallons per minute. The aquifers generally contain calcium bicarbonate water with concentrations of dissolved solids ranging from 101 to 636 milligrams per liter. In some areas, concentrations of iron as much as 18,000 micrograms per liter and concentrations of fluoride as much as 5.6 milligrams per liter affect suitability for domestic use. Chemical degradation of ground water has occurred in 18 of the 35 wells and in the 1 spring that were sampled. Bacterial contamination was found in water from six wells. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7850","usgsCitation":"Goddard, K.E., 1978, Availability and quality of ground water in the Lake George area, southeastern Park County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 78-50, iv, 28 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7850.","productDescription":"iv, 28 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":124129,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0050/report-thumb.jpg"},{"id":56209,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0050/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db668022","contributors":{"authors":[{"text":"Goddard, Kimball E.","contributorId":24348,"corporation":false,"usgs":true,"family":"Goddard","given":"Kimball","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197954,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26657,"text":"wri7871 - 1978 - Digital-model simulation of the glacial-outwash aquifer, Otter Creek-Dry Creek basin, Cortland County, New York","interactions":[],"lastModifiedDate":"2023-03-07T19:59:49.388781","indexId":"wri7871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-71","title":"Digital-model simulation of the glacial-outwash aquifer, Otter Creek-Dry Creek basin, Cortland County, New York","docAbstract":"The city of Cortland, New York, and surrounding areas obtain water from the highly productive glacial-outwash aquifer underlying the Otter Creek-Dry Creek basin. Pumpage from the aquifer in 1976 was approximately 6.3 million gallons per day and is expected to increase as a result of population growth and urbanization. A digital ground-water model that uses a finite-difference approximation technique to solve partial differential equations of flow through a porous medium was used to simulate the movement of water within the aquifer. The model was calibrated to equilibrium conditions by comparing water levels measured in the aquifer in March 1976 with those computed by the model. Then, from the simulated water-level surface for March, a transient-condition run was made to simulate the surface as measured in September 1976. Computed water levels presented as contours are generally in close agreement with potentiometric-surface maps prepared from field measurements of March and September 1976.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7871","usgsCitation":"Cosner, O.J., and Harsh, J.F., 1978, Digital-model simulation of the glacial-outwash aquifer, Otter Creek-Dry Creek basin, Cortland County, New York: U.S. Geological Survey Water-Resources Investigations Report 78-71, vi, 34 p., https://doi.org/10.3133/wri7871.","productDescription":"vi, 34 p.","costCenters":[],"links":[{"id":413775,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35265.htm","linkFileType":{"id":5,"text":"html"}},{"id":266240,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0071/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158209,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"New York","county":"Cortland County","otherGeospatial":"Otter Creek-Dry Creek basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -76.167,\n 42.542\n ],\n [\n -76.167,\n 42.617\n ],\n [\n -76.267,\n 42.617\n ],\n [\n -76.267,\n 42.542\n ],\n [\n -76.167,\n 42.542\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ad02","contributors":{"authors":[{"text":"Cosner, O. J.","contributorId":19587,"corporation":false,"usgs":true,"family":"Cosner","given":"O.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196787,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harsh, J. F.","contributorId":77535,"corporation":false,"usgs":true,"family":"Harsh","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196788,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}