{"pageNumber":"2278","pageRowStart":"56925","pageSize":"25","recordCount":68869,"records":[{"id":28289,"text":"wri7847 - 1978 - Progress report on hydrologic investigations of small drainage areas in New Hampshire: preliminary relations for estimating peak discharges on rural, unregulated streams","interactions":[],"lastModifiedDate":"2019-07-23T15:31:39","indexId":"wri7847","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":"78-47","title":"Progress report on hydrologic investigations of small drainage areas in New Hampshire: preliminary relations for estimating peak discharges on rural, unregulated streams","docAbstract":"The magnitude and frequency of floods on rural, unregulated streams in New Hampshire with drainage areas between 0.27 and 622 square miles may be estimated from drainage area, main-channel slope, and a precipitation intensity index. Based on multiple-regression analyses of data from 59 gaged sites in New Hampshire and adjacent areas of bordering states, peak discharges for recurrence intervals of 2, 5, 10, 25, 50, and 100 years can be estimated equations. The estimating relations can be applied to streams where flows are not significantly affected by regulation, diversion, or urbanization; where usable manmade storage does not exceed 4.5 million cubic feet per square mile; or where the basin characteristics are within a specified range. The average standard error of the estimate ranged from 35 percent for the 2-year flood to 58 percent for the 100-year flood. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7847","usgsCitation":"LeBlanc, D.R., 1978, Progress report on hydrologic investigations of small drainage areas in New Hampshire: preliminary relations for estimating peak discharges on rural, unregulated streams: U.S. Geological Survey Water-Resources Investigations Report 78-47, iv, 9 p. , https://doi.org/10.3133/wri7847.","productDescription":"iv, 9 p. ","costCenters":[],"links":[{"id":158921,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0047/report-thumb.jpg"},{"id":365896,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Hampshire","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -72.322998046875,\n 42.67435857693381\n ],\n [\n -70.7080078125,\n 42.67435857693381\n ],\n [\n -70.7080078125,\n 45.205263456162385\n ],\n [\n -72.322998046875,\n 45.205263456162385\n ],\n [\n -72.322998046875,\n 42.67435857693381\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688522","contributors":{"authors":[{"text":"LeBlanc, Denis R. 0000-0002-4646-2628 dleblanc@usgs.gov","orcid":"https://orcid.org/0000-0002-4646-2628","contributorId":1696,"corporation":false,"usgs":true,"family":"LeBlanc","given":"Denis","email":"dleblanc@usgs.gov","middleInitial":"R.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":199534,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26989,"text":"wri78121 - 1978 - The biology of Salt Wells Creek and its tributaries, southwestern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri78121","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":"78-121","title":"The biology of Salt Wells Creek and its tributaries, southwestern Wyoming","docAbstract":"A description of aquatic organisms and biological communities is presented for Salt Wells Creek, a plains stream in the Green River basin. The description includes seasonal population fluctuations of benthic organisms and algae, the food pyramid, and nutrient relations between various types of plants and animals. The algae and stream invertebrates were studied to determine baseline data and biological indicators of water quality. (Woodard-USGS).","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri78121","usgsCitation":"Engelke, M.J., 1978, The biology of Salt Wells Creek and its tributaries, southwestern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 78-121, xiv, 82 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri78121.","productDescription":"xiv, 82 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":158836,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0121/report-thumb.jpg"},{"id":55875,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0121/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684bdc","contributors":{"authors":[{"text":"Engelke, Morris J. Jr.","contributorId":100379,"corporation":false,"usgs":true,"family":"Engelke","given":"Morris","suffix":"Jr.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197365,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28076,"text":"wri782 - 1978 - Interim report on streamflow, sediment discharge, and water quality in the Calabazas Creek Basin, Santa Clara County, California","interactions":[],"lastModifiedDate":"2019-07-15T10:11:50","indexId":"wri782","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":"78-2","title":"Interim report on streamflow, sediment discharge, and water quality in the Calabazas Creek Basin, Santa Clara County, California","docAbstract":"Streamflow, sediment-discharge, and water-quality data are being collected in the Calabazas Creek basin, Santa Clara County, Calif., to determine annual water and sediment discharge at base-line conditions that are representative of a basin prior to urbanization. Results of the first 3 years of the study (1973-75) are given in this report. Climatic conditions during this period were representative of a very wet year (1973) and 2 years of above-average rainfall (1974 and 1975). Daily water and sediment discharge were monitored at three primary stations, and periodic measurements were made at five secondary stations during selected storms. Most of the total annual sediment discharge at each station was transported during a few days each year. Maximum daily sediment discharge in a given year ranged from 23 to 62 percent of the annual total. Daily water discharge at the gaging station Calabazas Creek at Rainbow Drive, near Cupertino, ranged from no flow to 3.31 cubic meters per second. Streamflow at this location was significantly augmented during low flow by diversion of water from the South Bay Aqueduct. Annual sediment discharge at Calabazas Creek at Rainbow Drive was 4,900 t in 1974 and 9,570 t in 1975. A large quantity of sediment was trapped in a debris basin at Comer Drive upstream from this station during both years. If this sediment had not been trapped, sediment discharge at the station would have been about 35 percent greater in 1974 and 30 percent greater in 1975. Most of the trapped sediment consists of sand and gravel that would probably have been deposited in the Calabazas Creek channel downstream from the station. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri782","usgsCitation":"Knott, J.M., Pederson, G., and Middelburg, R.F., 1978, Interim report on streamflow, sediment discharge, and water quality in the Calabazas Creek Basin, Santa Clara County, California: U.S. Geological Survey Water-Resources Investigations Report 78-2, v, 41 p. , https://doi.org/10.3133/wri782.","productDescription":"v, 41 p. ","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":365504,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0002/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158034,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0002/report-thumb.jpg"}],"country":"United States","state":"California","county":"Santa Clara County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.07733154296875,\n 37.05188914776302\n ],\n [\n -121.47171020507811,\n 37.05188914776302\n ],\n [\n -121.47171020507811,\n 37.41052799460727\n ],\n [\n -122.07733154296875,\n 37.41052799460727\n ],\n [\n -122.07733154296875,\n 37.05188914776302\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adfe4b07f02db6877c2","contributors":{"authors":[{"text":"Knott, J. M.","contributorId":77909,"corporation":false,"usgs":true,"family":"Knott","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199181,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pederson, G.L.","contributorId":90781,"corporation":false,"usgs":true,"family":"Pederson","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":199182,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Middelburg, Robert F.","contributorId":35360,"corporation":false,"usgs":true,"family":"Middelburg","given":"Robert","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199180,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26918,"text":"wri7814 - 1978 - Distribution of dissolved nitrate and fluoride in ground water, Highland-East Highlands, San Bernardino County, California","interactions":[],"lastModifiedDate":"2019-07-23T11:52:54","indexId":"wri7814","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":"78-14","title":"Distribution of dissolved nitrate and fluoride in ground water, Highland-East Highlands, San Bernardino County, California","docAbstract":"In the Highland-East Highlands area of southern California, concentrations of nitrate in water from many wells exceed the U.S. Environmental Protection Agency 's and the California Department of Health 's recommended limit for public water supplies. The nitrate standards for public water supplies in the study area are commonly met by blending the high-nitrate water with low-nitrate water before distribution; however, some of the low-nitrate water sources have fluoride concentrations that exceed the optimum level, or in a few cases exceed the maximum level recommended by the California Department of Health. Nitrate-nitrogen concentrations in the study area are generally between 1 and 20 milligrams per liter. In general, nitrate-nitrogen concentrations exceeding 10 milligrams per liter are found in water from wells perforated at depths of less than 500 feet. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7814","usgsCitation":"Eccles, L.A., and Klein, J.M., 1978, Distribution of dissolved nitrate and fluoride in ground water, Highland-East Highlands, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 78-14, iv, 42 p. , https://doi.org/10.3133/wri7814.","productDescription":"iv, 42 p. ","costCenters":[],"links":[{"id":157596,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0014/report-thumb.jpg"},{"id":365861,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0014/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"San Bernardino County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -117.23716735839844,\n 34.10498222546687\n ],\n [\n -117.14962005615236,\n 34.10498222546687\n ],\n [\n -117.14962005615236,\n 34.13965669267611\n ],\n [\n -117.23716735839844,\n 34.13965669267611\n ],\n [\n -117.23716735839844,\n 34.10498222546687\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6486b2","contributors":{"authors":[{"text":"Eccles, Lawrence A.","contributorId":90274,"corporation":false,"usgs":true,"family":"Eccles","given":"Lawrence","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197245,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Klein, John M.","contributorId":27036,"corporation":false,"usgs":true,"family":"Klein","given":"John","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":197244,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28027,"text":"wri7837 - 1978 - Preliminary appraisal of the geohydrologic aspects of drainage wells, Orlando area, central Florida","interactions":[],"lastModifiedDate":"2018-03-30T15:34:15","indexId":"wri7837","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":"78-37","title":"Preliminary appraisal of the geohydrologic aspects of drainage wells, Orlando area, central Florida","docAbstract":"

The Floridan aquifer contains two highly transmissive cavernous zones in the Orlando area: an upper producing zone about 150-600 feet below land surface; and a lower producing zone about 1,100-1,500 feet below land surface. Natural head differences are downward and there is hydraulic connection between the two producing zones. Drainage wells are finished open-end into the upper producing zone and emplace surface waters directly into that zone by gravity. Quantitatively, their use constitutes an effective method of artificial recharge. Their negative aspects relate to the probably poor, but unknown, quality of the recharge water. Caution is suggested in drawing definite and final conclusions on the overall geohydrologic and environmental effects of drainage wells prior to the collection and interpretation of a considerable quantity of new data. Though few ground-water pollution problems have been documented to date, the potential for such pollution should be seriously considered in light of the prob-able continuing need to use drainage wells; the probable volumes and quality of water involved; and the hydraulic relations between the two producing zones.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7837","usgsCitation":"Kimrey, J.O., 1978, Preliminary appraisal of the geohydrologic aspects of drainage wells, Orlando area, central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-37, iv, 24 p., https://doi.org/10.3133/wri7837.","productDescription":"iv, 24 p.","costCenters":[],"links":[{"id":158821,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida","city":"Orlando","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.58172607421875,\n 28.401064827220896\n ],\n [\n -81.23222351074219,\n 28.401064827220896\n ],\n [\n -81.23222351074219,\n 28.699020111484817\n ],\n [\n -81.58172607421875,\n 28.699020111484817\n ],\n [\n -81.58172607421875,\n 28.401064827220896\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca2a","contributors":{"authors":[{"text":"Kimrey, Joel O.","contributorId":96262,"corporation":false,"usgs":true,"family":"Kimrey","given":"Joel","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":199090,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"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":27658,"text":"wri7835 - 1978 - Sediment discharge from highway construction near Port Carbon, Pennsylvania","interactions":[],"lastModifiedDate":"2015-10-21T11:23:00","indexId":"wri7835","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":"78-35","title":"Sediment discharge from highway construction near Port Carbon, Pennsylvania","docAbstract":"

The effects of highway construction on suspended-sediment loads were studied in the upper reaches of the Schuylkill River basin, Schuylkill County, Pennsylvania, from April 1975 to March 1977. From March 1975 to October 1976, 4.3 miles of State Route 209 was relocated through the upper reaches of the basin, a mountainous watershed with a drainage area of 27.1 square miles.

\n

About 16,000 tons of suspended-sediment was discharged from the basin during the construction. The highway construction produced about 8,000 tons or 50 percent of the total sediment discharge. Steep slopes, the availability of fine coal wastes, coal-washing operations, and other land uses in the basin were responsible for most of the remaining sediment discharge. Seventy percent of the total suspended-sediment discharge occurred during eight storms.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7835","collaboration":"Prepared in cooperation with the Pennsylvania Department of Transportation","usgsCitation":"Helm, R.E., 1978, Sediment discharge from highway construction near Port Carbon, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 78-35, iv, 27 p., https://doi.org/10.3133/wri7835.","productDescription":"iv, 27 p.","numberOfPages":"35","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":158548,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7835.jpg"},{"id":310275,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0035/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","city":"Port Carbon","otherGeospatial":"Schuylkill River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.9653091430664,\n 40.80497409762779\n ],\n [\n -75.99105834960938,\n 40.83719066854113\n ],\n [\n -76.13765716552734,\n 40.78782018739577\n ],\n [\n -76.18349075317383,\n 40.77755171188342\n ],\n [\n -76.18452072143555,\n 40.76975180901395\n ],\n [\n -76.18417739868164,\n 40.75583970971843\n ],\n [\n -76.18555068969725,\n 40.73932343885933\n ],\n [\n -76.18589401245116,\n 40.72306326129451\n ],\n [\n -76.18091583251953,\n 40.70042247927178\n ],\n [\n -76.17507934570312,\n 40.68909920143032\n ],\n [\n -76.17181777954102,\n 40.68141910186579\n ],\n [\n -76.12649917602539,\n 40.695867368984096\n ],\n [\n -76.09285354614258,\n 40.71161371303385\n ],\n [\n -76.02127075195312,\n 40.73971363429379\n ],\n [\n -76.02401733398438,\n 40.74621655456364\n ],\n [\n -76.03534698486328,\n 40.74647665814973\n ],\n [\n -76.02848052978516,\n 40.76260109365135\n ],\n [\n -75.99552154541016,\n 40.77612179824107\n ],\n [\n -75.96599578857422,\n 40.78963975163512\n ],\n [\n -75.95569610595702,\n 40.79457831752619\n ],\n [\n -75.96805572509766,\n 40.799256620052255\n ],\n [\n -75.9653091430664,\n 40.80497409762779\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f29fe","contributors":{"authors":[{"text":"Helm, Robert E.","contributorId":56267,"corporation":false,"usgs":true,"family":"Helm","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198483,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28551,"text":"wri7816 - 1978 - Public water supplies of North Carolina: A summary of water sources, use, treatment, and capacity of water-supply systems","interactions":[],"lastModifiedDate":"2020-08-10T12:48:14.584949","indexId":"wri7816","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":"78-16","title":"Public water supplies of North Carolina: A summary of water sources, use, treatment, and capacity of water-supply systems","docAbstract":"

A study of the public water-supply systems in North Carolina with 500 or more customers provides information needed to aid the planning, development, and utilization of the public water supplies of the State. Water use, sources of water, water quality, water treatment and capacity of 224 public-water-supply systems were investigated during 1970-76, and the findings of the investigation, which were published in five reports, are summarized in this report.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7816","collaboration":"Prepared in cooperation with the North Carolina Department of Natural Resources and Community Development","usgsCitation":"Mann, L., 1978, Public water supplies of North Carolina: A summary of water sources, use, treatment, and capacity of water-supply systems: U.S. Geological Survey Water-Resources Investigations Report 78-16, v, 61 p., https://doi.org/10.3133/wri7816.","productDescription":"v, 61 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":159203,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0016/report-thumb.jpg"},{"id":377220,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0016/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North 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Jr.","contributorId":59485,"corporation":false,"usgs":true,"family":"Mann","given":"L.T.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":200012,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"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":27027,"text":"wri7958 - 1978 - Map showing ground-water conditions in the Kaibito and Tuba City areas, Coconino and Navajo counties, Arizona, 1978","interactions":[],"lastModifiedDate":"2019-07-26T10:18:31","indexId":"wri7958","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":"79-58","title":"Map showing ground-water conditions in the Kaibito and Tuba City areas, Coconino and Navajo counties, Arizona, 1978","docAbstract":"The Kaibito and Tuba City areas include about 2,500 square miles in north-central Arizona. Ground water is obtained from the N aquifer and from alluvium. The N aquifer consists of Navajo Sandstone, Kayenta Formation, Moenave Formation, and the Lukachukai Member of the Wingate Sandstone. The main source of ground water is the Navajo Sandstone. Ground-water development has been slight in the areas. In 1977 the estimated ground-water withdrawals were about 350 acre-feet in the Kaibito area and 650 acre-feet in the Tuba City area. Water levels ranged from flowing at the land surface to 1,360 feet below the land surface. The chemical quality of the water in the N aquifer does not vary greatly in the areas. Dissolved-solids concentrations in the water range from 101 to 669 milligrams per liter but generally are less than 300 milligrams per liter. Along some of the valleys in the Kaibito and Tuba City areas, the alluvium yields water to many shallow dug wells. The water levels generally are from 5 to 15 feet below the land surface. Dissolved-solids concentrations in water from the alluvium usually are less than 600 milligrams per liter. Information shown on the map (scale 1:125,000) includes depth to water, altitude of the water level, and specific conductance and fluoride concentrations. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7958","usgsCitation":"Farrar, C.D., 1978, Map showing ground-water conditions in the Kaibito and Tuba City areas, Coconino and Navajo counties, Arizona, 1978: U.S. Geological Survey Water-Resources Investigations Report 79-58, 1 Plate: 43.70 x 38.96 inches, https://doi.org/10.3133/wri7958.","productDescription":"1 Plate: 43.70 x 38.96 inches","costCenters":[],"links":[{"id":365977,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0058/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158572,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0058/report-thumb.jpg"}],"country":"United States","state":"Arizona","county":"Coconino County, Navajo County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -111.3958740234375,\n 36.049098959065645\n ],\n [\n -110.98388671874999,\n 36.049098959065645\n ],\n [\n -110.98388671874999,\n 36.59788913307022\n ],\n [\n -111.3958740234375,\n 36.59788913307022\n ],\n [\n -111.3958740234375,\n 36.049098959065645\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db655467","contributors":{"authors":[{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":197434,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27264,"text":"wri77118 - 1978 - Low-flow characteristics of streams in the lower Wisconsin River basin","interactions":[],"lastModifiedDate":"2015-10-21T10:17:59","indexId":"wri77118","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":"77-118","title":"Low-flow characteristics of streams in the lower Wisconsin River basin","docAbstract":"

Low-flow characteristics of streams in the lower Wisconsin River basin are presented. Included are estimates of low-flow frequency and flow duration at 11 gaging stations; low-flow frequency characteristics at 26 low-flow partial-record stations and 70 miscellaneous sites; and a list of low-flow discharge measurements at 155 miscellaneous sites where insufficient data were available to estimate low-flow characteristics.

\n

Relations are provided to estimate low-flow characteristics at ungaged sites and at sites where one base-flow discharge measurement is available. The relationships were determined from multiple regression analyses that related the low-flow characteristics at gaging stations and low-flow partial-record stations to basin characteristics.

\n

The standard error of estimate is provided for each method of estimating the annual minimum 7-day mean flow below which the flow will fall on the average of once in 2 years and once in 10 years. Standard error provides the user with the expected degree of accuracy for each method.

\n

Low-flow characteristics estimated for the lower Wisconsin River basin have a high degree of reliability when compared with other basins in Wisconsin, Reliable estimates appear to be related to the relatively uniform geologic features in the basin.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri77118","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Gebert, W., 1978, Low-flow characteristics of streams in the lower Wisconsin River basin: U.S. Geological Survey Water-Resources Investigations Report 77-118, Report: iv, 80 p.; 2 Plates: 17.00 x 11.25 inches, https://doi.org/10.3133/wri77118.","productDescription":"Report: iv, 80 p.; 2 Plates: 17.00 x 11.25 inches","numberOfPages":"86","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":121852,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0118/report-thumb.jpg"},{"id":56142,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0118/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56143,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0118/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56144,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0118/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Wisconsin","city":"Baraboo, Portage, Richland Center","otherGeospatial":"Wisconsin River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -91.03271484375,\n 42.79540065303723\n ],\n [\n -91.03271484375,\n 43.75125720420175\n ],\n [\n -89.40673828125,\n 43.75125720420175\n ],\n [\n -89.40673828125,\n 42.79540065303723\n ],\n [\n -91.03271484375,\n 42.79540065303723\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648706","contributors":{"authors":[{"text":"Gebert, W.A.","contributorId":71555,"corporation":false,"usgs":true,"family":"Gebert","given":"W.A.","email":"","affiliations":[],"preferred":false,"id":197821,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"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":28240,"text":"wri7861 - 1978 - Maps showing ground-water conditions in the eastern part of the Salt River Valley area, Maricopa and Pinal counties, Arizona, 1976","interactions":[],"lastModifiedDate":"2019-07-23T15:34:27","indexId":"wri7861","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":"78-61","title":"Maps showing ground-water conditions in the eastern part of the Salt River Valley area, Maricopa and Pinal counties, Arizona, 1976","docAbstract":"In 1976 about 1.68 million acre-feet of ground water was pumped in the Salt River Valley, Ariz. Since 1923, more than 73 million acre-feet has been withdrawn, which has resulted in a general decline in water levels. Water levels in the eastern part of the Salt River Valley area have declined as much as 420 feet. Information on the maps includes altitude of the water level, depth to water, change in water level (1923-76), and irrigated area. Hydrographs of the water level in selected wells, a table of historical pumpage, and a brief discussion of the chemical quality of the ground water are included also. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7861","usgsCitation":"Laney, R., Ross, P.P., and Littin, G.R., 1978, Maps showing ground-water conditions in the eastern part of the Salt River Valley area, Maricopa and Pinal counties, Arizona, 1976: U.S. Geological Survey Water-Resources Investigations Report 78-61, 2 Plates: 38.06 x 30.85 inches and 38.36 x 30.93 inches, https://doi.org/10.3133/wri7861.","productDescription":"2 Plates: 38.06 x 30.85 inches and 38.36 x 30.93 inches","costCenters":[],"links":[{"id":365897,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0061/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365898,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0061/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159192,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0061/report-thumb.jpg"}],"country":"United States","state":"Arizona","county":"Maricopa County, Pinal County","otherGeospatial":"Salt River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.27752685546875,\n 33.38501292737507\n ],\n [\n -111.81198120117188,\n 33.38501292737507\n ],\n [\n -111.81198120117188,\n 33.45321401062559\n ],\n [\n -112.27752685546875,\n 33.45321401062559\n ],\n [\n -112.27752685546875,\n 33.38501292737507\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db6059fb","contributors":{"authors":[{"text":"Laney, R. L.","contributorId":83889,"corporation":false,"usgs":true,"family":"Laney","given":"R. L.","affiliations":[],"preferred":false,"id":199448,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ross, P. P.","contributorId":78742,"corporation":false,"usgs":true,"family":"Ross","given":"P.","middleInitial":"P.","affiliations":[],"preferred":false,"id":199447,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Littin, G. R.","contributorId":95924,"corporation":false,"usgs":true,"family":"Littin","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199449,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27984,"text":"wri7843 - 1978 - Nitrogen, phosphorus, organic carbon, and biochemical oxygen demand: in Florida surface waters, 1972","interactions":[],"lastModifiedDate":"2019-07-23T11:51:23","indexId":"wri7843","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":"78-43","title":"Nitrogen, phosphorus, organic carbon, and biochemical oxygen demand: in Florida surface waters, 1972","docAbstract":"Water samples were collected during spring and autumn 1972 from about 100 surface-water sites in Florida. The samples were analyzed for the plant nutrients, nitrogen and phosphorus. In most waters, nitrogen concentrations are less than 2.0 milligrams per liter as nitrogen, and organic nitrogen is dominant. Median total nitrogen concentration for Florida surface waters is between 1.2 and 2.0 milligrams per liter as nitrogen. In samples from 85 percent of the sites, total nitrogen exceeded 0.6 milligrams per liter. Median total phosphorus concentration as phosphorus for Florida surface waters is between 0.05 and 0.1 milligrams per liter. The information will form a base useful to agencies concerned with setting concentration limits for nitrogen and phosphorus in industrial and sewage plant outfalls. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7843","usgsCitation":"Kaufman, M.I., and Dysart, J., 1978, Nitrogen, phosphorus, organic carbon, and biochemical oxygen demand: in Florida surface waters, 1972: U.S. Geological Survey Water-Resources Investigations Report 78-43, v, 33 p. , https://doi.org/10.3133/wri7843.","productDescription":"v, 33 p. ","costCenters":[],"links":[{"id":365860,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0043/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159058,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0043/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84.990234375,\n 25.16517336866393\n ],\n [\n -79.189453125,\n 25.16517336866393\n ],\n [\n -79.189453125,\n 30.56226095049944\n ],\n [\n -84.990234375,\n 30.56226095049944\n ],\n [\n -84.990234375,\n 25.16517336866393\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db6971b4","contributors":{"authors":[{"text":"Kaufman, Matthew I.","contributorId":71591,"corporation":false,"usgs":true,"family":"Kaufman","given":"Matthew","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":199011,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dysart, J.E.","contributorId":23939,"corporation":false,"usgs":true,"family":"Dysart","given":"J.E.","affiliations":[],"preferred":false,"id":199010,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27067,"text":"wri7791 - 1978 - Observation of water quality in the mixed reach below the confluence of the Sacramento and Feather Rivers, California, August and November 1975","interactions":[],"lastModifiedDate":"2018-10-29T13:26:20","indexId":"wri7791","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":"77-91","title":"Observation of water quality in the mixed reach below the confluence of the Sacramento and Feather Rivers, California, August and November 1975","docAbstract":"

The area near the confluence of the Sacramento and Feather Rivers was selected for study of water-quality changes that occur when two large rivers mix. Water-quality measurements were made during August 13-14 and November 4-5, 1975. Considering the concentrations of most of the properties and constituents measured, the mixing of the Sacramento and Feather Rivers generally occurs as simple dilution. Specific conductance and silica had consistently larger measured Nalues than theoretical values in the mixed reach. Some deviations from the theoretical value for any one characteristic in the mixed water are probably the result of physical forces such as upwelling near the confluence of the two rivers, or the concentrating effect of evaporation as the mixed water in the Sacramento River flows downstream. Other deviations in values of constituent concentrations or other properties may be the result of plant and animal activities in the water. Benthic invertebrates and phytoplanktonic similarity indexes between selected paired sites correspond to the quantity of water common to each site. Paired sites with the least volume of water in common had the lowest similarity indexes.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7791","usgsCitation":"Ferreira, R.F., and Hoffman, R., 1978, Observation of water quality in the mixed reach below the confluence of the Sacramento and Feather Rivers, California, August and November 1975: U.S. Geological Survey Water-Resources Investigations Report 77-91, iv, 34 p., https://doi.org/10.3133/wri7791.","productDescription":"iv, 34 p.","costCenters":[],"links":[{"id":158671,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0091/report-thumb.jpg"},{"id":358898,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0091/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Feather River, Sacramento River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.83631896972656,\n 38.65173457480478\n ],\n [\n -121.53556823730467,\n 38.65173457480478\n ],\n [\n -121.53556823730467,\n 38.90813299596705\n ],\n [\n -121.83631896972656,\n 38.90813299596705\n ],\n [\n -121.83631896972656,\n 38.65173457480478\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6102","contributors":{"authors":[{"text":"Ferreira, Rodger F.","contributorId":13976,"corporation":false,"usgs":true,"family":"Ferreira","given":"Rodger","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197501,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoffman, Ray J.","contributorId":53770,"corporation":false,"usgs":true,"family":"Hoffman","given":"Ray J.","affiliations":[],"preferred":false,"id":197502,"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":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":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":27635,"text":"wri7896 - 1978 - Preliminary applications of Landsat images and aerial photography for determining land-use, geologic, and hydrologic characteristics, Yampa River basin, Colorado and Wyoming","interactions":[],"lastModifiedDate":"2017-03-29T14:34:05","indexId":"wri7896","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":"78-96","title":"Preliminary applications of Landsat images and aerial photography for determining land-use, geologic, and hydrologic characteristics, Yampa River basin, Colorado and Wyoming","docAbstract":"Expanded energy- and recreation-related activities in the Yampa River basin, Colorado and Wyoming, have caused a rapid increase in economic development which will result in increased demand and competition for natural resources. In planning for efficient allocation of the basin 's natural resources, Landsat images and small-scale color and color-infrared photographs were used for selected geologic, hydrologic and land-use applications within the Yampa River basin. Applications of Landsat data included: (1) regional land-use classification and mapping, (2) lineament mapping, and (3) areal snow-cover mapping. Results from the Landsat investigations indicated that: (1) Landsat land-use classification maps, at a regional level, compared favorably with areal land-use patterns that were defined from available ground information, (2) lineaments were mapped in sufficient detail using recently developed techniques for interpreting aerial photographs, (3) snow cover generally could be mapped for large areas with the exception of some densely forested areas of the basin and areas having a large percentage of winter-season cloud cover. Aerial photographs were used for estimation of turbidity for eight stream locations in the basin. Spectral reflectance values obtained by digitizing photographs were compared with measured turbidity values. Results showed strong correlations (variances explained of greater than 90 percent) between spectral reflectance obtained from color photographs and measured turbidity values. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7896","usgsCitation":"Heimes, F., Moore, G.K., and Steele, T., 1978, Preliminary applications of Landsat images and aerial photography for determining land-use, geologic, and hydrologic characteristics, Yampa River basin, Colorado and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 78-96, v, 48 p., https://doi.org/10.3133/wri7896.","productDescription":"v, 48 p.","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":158793,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0096/report-thumb.jpg"},{"id":56499,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0096/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c8c6","contributors":{"authors":[{"text":"Heimes, F.J.","contributorId":60654,"corporation":false,"usgs":true,"family":"Heimes","given":"F.J.","affiliations":[],"preferred":false,"id":198453,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moore, G. K.","contributorId":67550,"corporation":false,"usgs":true,"family":"Moore","given":"G.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":198454,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Steele, T.D.","contributorId":38976,"corporation":false,"usgs":true,"family":"Steele","given":"T.D.","email":"","affiliations":[],"preferred":false,"id":198452,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27495,"text":"wri7865 - 1978 - Magnitude and frequency of flooding on the Myakka River, Southwest Florida","interactions":[],"lastModifiedDate":"2020-08-08T00:19:43.87542","indexId":"wri7865","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":"78-65","title":"Magnitude and frequency of flooding on the Myakka River, Southwest Florida","docAbstract":"

Myakka River is a coastal stream that drains approximately 550 square miles in southwest Florida. Under natural conditions, Tatum Sawgrass, a large depression, served as a flood overflow area for the upper part of the Myakka River basin. A recently constructed (1974) dike system across the lower part of Tatum Sawgrass has reduced previously available storage, thereby affecting downstream flooding.

An evaluation of the effects of Tatum Sawgrass dikes on flooding indi-cates that flood-peak discharges and flood heights having recurrence inter-vals of up to 25 years are increased. As a result, about 1,200 additional acres along Myakka River main stem may be inundated during 2-year flood conditions. Maximum effects include a 19 percent increase in flood-peak discharge at State Road 780 and a 0.8 foot increase in flood height near the downstream end of the study reach.

Floods having recurrence intervals of 50 years or greater will over-top dikes and the storage capacity of Tatum Sawgrass will revert to natural condition capacity.

As part of the evaluation, diked condition flood profiles, having recurrence intervals of 2, 5, 10, 25, 50, 100, 200, and 500 years were determined for the nontidal part of a 45-mile reach of Myakka River main stem, Clay Gully, and Blackburn Canal. These data indicate that Clay Gully flood water will overflow embankments at State Road 780 during the 2-year flood and will overflow the bridge on State Road 780 during the 25-year flood. Myakka River flood water will overflow embankments at State Road 72 and Border Road during 100-year flood conditions and at State Road 780 during 500-year conditions.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7865","collaboration":"Prepared in cooperation with the Florida Department of Environmental Regulation, Manatee and Sarasota Counties, and the Ridge and Lower Gulf Coast Water Management District","usgsCitation":"Hammett, K., Turner, J., and Murphy, W.R., 1978, Magnitude and frequency of flooding on the Myakka River, Southwest Florida: U.S. Geological Survey Water-Resources Investigations Report 78-65, Report: vii, 40 p.; 2 Figures: 15.49 x 24.14 inches and 15.01 x 20.70 inches, https://doi.org/10.3133/wri7865.","productDescription":"Report: vii, 40 p.; 2 Figures: 15.49 x 24.14 inches and 15.01 x 20.70 inches","costCenters":[],"links":[{"id":377244,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/wri/1978/0065/figure-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377243,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/wri/1978/0065/figure-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377242,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0065/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158675,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0065/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Myakka River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.7655029296875,\n 26.649913524725044\n ],\n [\n -81.74652099609375,\n 26.649913524725044\n ],\n [\n -81.74652099609375,\n 27.581329075043357\n ],\n [\n -82.7655029296875,\n 27.581329075043357\n ],\n [\n -82.7655029296875,\n 26.649913524725044\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64951d","contributors":{"authors":[{"text":"Hammett, K.M.","contributorId":59006,"corporation":false,"usgs":true,"family":"Hammett","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":198213,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Turner, J.F. Jr.","contributorId":88399,"corporation":false,"usgs":true,"family":"Turner","given":"J.F.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":198214,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Murphy, W. R. 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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. 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The bedrock in Iowa (Hershey, 1969) is generally overlain by deposits of glacial drift and alluvium, which range in thickness from less than 1 ft to more than 400 ft, and from less than 1 ft to about 60 ft respectively. The configuration of the bedrock surface is the result of a complex system of ancient drainage courses which were developed during a long period of preglacial erosion and during shorter, but mroe intense, periods of interglacial erosion.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i1080","usgsCitation":"Hansen, R., 1978, Bedrock topography of north-central Iowa: U.S. Geological Survey IMAP 1080, 2 Plates: 26.72 x 35.46 inches and 30.65 x 37.98 inches, https://doi.org/10.3133/i1080.","productDescription":"2 Plates: 26.72 x 35.46 inches and 30.65 x 37.98 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":189729,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/i1080.PNG"},{"id":327531,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1080/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327532,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1080/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":106594,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_8934.htm","linkFileType":{"id":5,"text":"html"},"description":"8934"}],"scale":"25000","country":"United States","state":"Iowa","county":"Cero Gordo, Butler, Floyd, Franklin, Mitchell, Worth","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -93.5,42.75 ], [ -93.5,43.333333333333336 ], [ -92.75,43.333333333333336 ], [ -92.75,42.75 ], [ -93.5,42.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c45b","contributors":{"authors":[{"text":"Hansen, R.E.","contributorId":57109,"corporation":false,"usgs":true,"family":"Hansen","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":274000,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68652,"text":"ha582 - 1978 - Water resources of the Lake Superior watershed, northeastern Minnesota","interactions":[{"subject":{"id":9593,"text":"ofr77415 - 1976 - Geohydrology of Cheyenne River Indian Reservation, South Dakota","indexId":"ofr77415","publicationYear":"1976","noYear":false,"title":"Geohydrology of Cheyenne River Indian Reservation, South Dakota"},"predicate":"SUPERSEDED_BY","object":{"id":68652,"text":"ha582 - 1978 - Water resources of the Lake Superior watershed, northeastern Minnesota","indexId":"ha582","publicationYear":"1978","noYear":false,"title":"Water resources of the Lake Superior watershed, northeastern Minnesota"},"id":1},{"subject":{"id":17899,"text":"ofr76276 - 1976 - Water resources of the Lake Superior Watershed, northeastern Minnesota","indexId":"ofr76276","publicationYear":"1976","noYear":false,"title":"Water resources of the Lake Superior Watershed, northeastern Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":68652,"text":"ha582 - 1978 - Water resources of the Lake Superior watershed, northeastern Minnesota","indexId":"ha582","publicationYear":"1978","noYear":false,"title":"Water resources of the Lake Superior watershed, northeastern Minnesota"},"id":2}],"lastModifiedDate":"2018-03-19T10:41:45","indexId":"ha582","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"582","title":"Water resources of the Lake Superior watershed, northeastern Minnesota","docAbstract":"

The Lake Superior watershed is mostly a highland, generally 1,200 feet (366 meters) to 2,000 feet (610 meters) above mean sea level. It extends from Duluth to the Canadian border.

\n

Both maximum and minimum altitudes for Minnesota occur in the watershed; 2.301 ft (701 ) at Eagle Mountain, about 12 mi (19 km) northwest of Grand Marais, and 602 ft (184 m), the normal level of Lake Superior. Total relief is nearly 1,700 ft (518 m). The North Shore area (Duluth to the Canadian border) has a southeastward slope that is especially precipitous adjacent to Lake Superior.

\n

Conforming to this topography, the drainage includes a series of 17 southeastward-flowing streams averaging 23 mi (36 km) in length, with an average gradient from headwaters to mouth of about 57 ft/mi (10.8 m/km). The streams are deeply entrenched and characterized by swift flows, many rapids and waterfalls, and especially steep gradients in the 3 to 5 mi (4.8 to 8.0 km) before entering Lake Superior.

\n

The Pigeon River drains the extreme northern part of the watershed and forms the international border between the United States and Canada. More than half of the 610 mi2 (1580 km2) drainage basin of the Pigeon River lies in Canada.

\n

The Nemadji River and tributaries drain the Nemadji Basin, the southern detached part of the watershed. Topographically, the Nemadji Basin is roughly spoon shaped with maximum total relief in Minnesota of about 800 ft (244 m). More than half of the approximately 55-mi (88-km) long river flows northeastward through Wisconsin before reaching Lake Superior.

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