{"pageNumber":"2275","pageRowStart":"56850","pageSize":"25","recordCount":68867,"records":[{"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":"<p><span>Myakka River is a coastal stream that drains approximately 550 square </span><span>miles in southwest Florida. Under natural conditions, Tatum Sawgrass, a </span><span>large depression, served as a flood overflow area for the upper part of </span><span>the Myakka River basin. A recently constructed (1974) dike system across </span><span>the lower part of Tatum Sawgrass has reduced previously available storage, </span><span>thereby affecting downstream flooding. </span></p><p><span>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. </span></p><p><span>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. </span></p><p><span>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. </span></p>","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. Jr.","contributorId":72355,"corporation":false,"usgs":true,"family":"Murphy","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198215,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"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":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":"<p>Ground-water discharge to Willow Creek, which drains a 204 mi<sup>2</sup> 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.</p><p>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.</p><p>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.</p><p>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 feet<sup>3</sup> 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. </p>","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":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":"<p>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)</p>","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":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":28063,"text":"wri78111 - 1978 - Evaluation and correlation of water-quality data for the North Fork Flathead River, northwestern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri78111","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":"78-111","title":"Evaluation and correlation of water-quality data for the North Fork Flathead River, northwestern Montana","docAbstract":"This report is a compilation and evaluation of water-quality measurements that have been made by the U.S. Geological Survey at two stations on the North Fork Flathead River in Montana. Historical streamflow records show an annual mean daily discharge of 3,010 cubic feet per second near the mouth--a threefold increase compared to discharge at the international boundary. The chemical character of the water is dominated by calcium and magnesium cations and the bicarbonate anion. Base flow, in contrast to high flows from runoff, is characterized by higher dissolved constituents and lower concentrations of suspended sediment. The several lakes that contribute water throughout the middle and lower drainage have a dampening effect on both streamflow and constituent concentrations. Using the available data and computer techniques, regression equations were developed between certain water-quality variables. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri78111","usgsCitation":"Knapton, J.R., 1978, Evaluation and correlation of water-quality data for the North Fork Flathead River, northwestern Montana: U.S. Geological Survey Water-Resources Investigations Report 78-111, vi, 95 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri78111.","productDescription":"vi, 95 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":118744,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0111/report-thumb.jpg"},{"id":56893,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0111/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fb0e3","contributors":{"authors":[{"text":"Knapton, J. R.","contributorId":84385,"corporation":false,"usgs":true,"family":"Knapton","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199155,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":"<p>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)</p>","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":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":"<p>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.</p><p>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. </p>","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":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":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":"<p>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.&nbsp;</p>","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":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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,{"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":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":"<p>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-</p>","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":26763,"text":"wri7890 - 1978 - Users guide for distributed routing rainfall-runoff model","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri7890","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":"78-90","title":"Users guide for distributed routing rainfall-runoff model","docAbstract":"A computer program of a watershed model for routing urban flood discharges through a branched system of pipes or natural channels using rainfall as input has been developed and documented. The model combines soil-moisture-accounting and rainfall-excess components developed by Dawdy and others (1972) with the kinematic-wave routing method presented by Leclerc and Schaake (1973). (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division, Gulf Coast Hydroscience Center, National Space Technology Laboratories,","doi":"10.3133/wri7890","usgsCitation":"Dawdy, D., Schaake, J.C., and Alley, W., 1978, Users guide for distributed routing rainfall-runoff model: U.S. Geological Survey Water-Resources Investigations Report 78-90, iv, 146 p. ;28 cm., https://doi.org/10.3133/wri7890.","productDescription":"iv, 146 p. ;28 cm.","costCenters":[],"links":[{"id":158230,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0090/report-thumb.jpg"},{"id":55653,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0090/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49cbe4b07f02db5d83e4","contributors":{"authors":[{"text":"Dawdy, D.R.","contributorId":99956,"corporation":false,"usgs":true,"family":"Dawdy","given":"D.R.","affiliations":[],"preferred":false,"id":196959,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schaake, John C. Jr.","contributorId":76359,"corporation":false,"usgs":true,"family":"Schaake","given":"John","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196957,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Alley, William M.","contributorId":93030,"corporation":false,"usgs":true,"family":"Alley","given":"William M.","affiliations":[],"preferred":false,"id":196958,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28241,"text":"wri7883 - 1978 - Maps showing water-level declines, land subsidence, and earth fissures in south-central Arizona","interactions":[],"lastModifiedDate":"2019-07-23T15:26:07","indexId":"wri7883","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":"78-83","title":"Maps showing water-level declines, land subsidence, and earth fissures in south-central Arizona","docAbstract":"From 1915 to 1975, more than 109 million acre-feet of ground water was withdrawn from about 4,500 square miles in Pinal and Maricopa Counties in south-central Arizona. The volume of water withdrawn greatly exceeds the volume of natural recharge, and water levels have been declining since 1923. As a result of the water-level declines, the land surface has subsided, the alluvial deposits have been subjected to stress, and earth fissures have developed. Land subsidence and earth fissures have damaged public and private properties. Subsidence and fissures will continue to occur as long as ground water is being mined and water levels continue to decline. As urban development expands, land subsidence and earth fissures will have an increasing socioeconomic impact. Information on maps includes change in water levels, measurements of land subsidence, and location of earth fissures. A section showing land subsidence between Casa Grande and the Picacho Peak Interchange also is included. Scale 1:250,000. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7883","usgsCitation":"Laney, R., Raymond, R., and Winikka, C., 1978, Maps showing water-level declines, land subsidence, and earth fissures in south-central Arizona: U.S. Geological Survey Water-Resources Investigations Report 78-83, 2 Plates: 39.24 x 37.71 inches and 40.76 x 28.92 inches, https://doi.org/10.3133/wri7883.","productDescription":"2 Plates: 39.24 x 37.71 inches and 40.76 x 28.92 inches","costCenters":[],"links":[{"id":365889,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0083/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365890,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0083/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159193,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0083/report-thumb.jpg"}],"country":"United States","state":"Arizona","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.78564453124999,\n              31.84956532831343\n            ],\n            [\n              -110.79711914062499,\n              31.84956532831343\n            ],\n            [\n              -110.79711914062499,\n              33.770015152780125\n            ],\n            [\n              -112.78564453124999,\n              33.770015152780125\n            ],\n            [\n              -112.78564453124999,\n              31.84956532831343\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6063ce","contributors":{"authors":[{"text":"Laney, R. L.","contributorId":83889,"corporation":false,"usgs":true,"family":"Laney","given":"R. L.","affiliations":[],"preferred":false,"id":199452,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Raymond, R.H.","contributorId":62249,"corporation":false,"usgs":true,"family":"Raymond","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":199450,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Winikka, C.C.","contributorId":69195,"corporation":false,"usgs":true,"family":"Winikka","given":"C.C.","email":"","affiliations":[],"preferred":false,"id":199451,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27816,"text":"wri7778 - 1978 - Geohydrologic evaluation of a landfill in a coastal area, St Petersburg, Florida","interactions":[],"lastModifiedDate":"2023-01-05T22:58:11.834897","indexId":"wri7778","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":"77-78","title":"Geohydrologic evaluation of a landfill in a coastal area, St Petersburg, Florida","docAbstract":"<p>The 250-acre Toytown landfill site is in a poorly-drained area in coastal Pinellas County, Florida. Average altitude of land surface at the landfill is less than 10 feet. About 1000 tons of solid waste and about 200,000 gallons of digested sewage sludge are disposed of daily at the landfill. The velocity of ground-water flow through the 23-foot thick surficial aquifer northeast from the landfill toward Old Tampa Bay probably ranges from 1 to 10 feet per year, and downward velocity through the confining bed is about 0.00074 foot per day. The horizontal and vertical flow velocities indicate that leachate moves slowly downgradient, and that leachate has not yet seeped through the confining bed after 12 years of landfill operation. Untreated surface run-off from the site averages about 15 inches per year, and ground-water outflow averages about 3.3 inches per year. The Floridan aquifer is used as a limited source of water for domestic supply in this area.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7778","usgsCitation":"Hutchinson, C.B., and Stewart, J.W., 1978, Geohydrologic evaluation of a landfill in a coastal area, St Petersburg, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-78, vi, 40 p., https://doi.org/10.3133/wri7778.","productDescription":"vi, 40 p.","costCenters":[],"links":[{"id":411462,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35186.htm","linkFileType":{"id":5,"text":"html"}},{"id":56652,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119959,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0078/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"St. Petersburg","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.7603706029657,\n              27.93427061509412\n            ],\n            [\n              -82.7603706029657,\n              27.81705377136761\n            ],\n            [\n              -82.61444741363051,\n              27.81705377136761\n            ],\n            [\n              -82.61444741363051,\n              27.93427061509412\n            ],\n            [\n              -82.7603706029657,\n              27.93427061509412\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8ecd","contributors":{"authors":[{"text":"Hutchinson, C. B.","contributorId":94655,"corporation":false,"usgs":true,"family":"Hutchinson","given":"C.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198730,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stewart, Joseph W.","contributorId":96307,"corporation":false,"usgs":true,"family":"Stewart","given":"Joseph","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198731,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26731,"text":"wri78106 - 1978 - The Mississippi River Valley alluvial aquifer in Mississippi","interactions":[],"lastModifiedDate":"2019-08-05T10:09:29","indexId":"wri78106","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":"78-106","title":"The Mississippi River Valley alluvial aquifer in Mississippi","docAbstract":"The Mississippi River valley alluvial aquifer, of Quaternary age , contains freshwater in an area of 7,000 sq mi adjacent to the Mississippi River in northwestern Mississippi, and in a 500 sq mi irregular area in southwestern Mississippi. It is the highest yielding aquifer in Mississippi with individual well yields as high as 5,000 gal/min. Major wells producing from the aquifer range in depth from 60 to 260 ft and are commonly screened in the coarse gravel at the base of the aquifer. Water levels in wells are generally between 5 and 30 feet below land surface, except near points of heavy pumping. Water from the alluvial aquifer is a hard, calcium bicarbonate type containing excessive iron in most places. In 1975, 745 Mgal/d, mostly for irrigation, were withdrawn from the alluvial aquifer. In the 7,000 sq mi area in northwestern Mississippi, the alluvial aquifer has been estimated to be capable of yielding over 1,700 Mgal/d, not including the 500 sq mi area in southwestern Mississippi. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78106","usgsCitation":"Dalsin, G., 1978, The Mississippi River Valley alluvial aquifer in Mississippi: U.S. Geological Survey Water-Resources Investigations Report 78-106, 2 Plates: 36.05 x 40.35 inches and 35.11 x 40.07 inches, https://doi.org/10.3133/wri78106.","productDescription":"2 Plates: 36.05 x 40.35 inches and 35.11 x 40.07 inches","costCenters":[],"links":[{"id":158512,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0106/report-thumb.jpg"},{"id":366192,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0106/plate-2.pdf"},{"id":366193,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0106/plate-1.pdf"}],"country":"United 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,{"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":"<p><span>A study of the public water-supply systems in North Carolina with </span><span>500 or more customers provides information needed to aid the planning, </span><span>development, and utilization of the public water supplies of the State. </span><span>Water use, sources of water, water quality, water treatment and capacity </span><span>of 224 public-water-supply systems were investigated during 1970-76, and </span><span>the findings of the investigation, which were published in five reports, </span><span>are summarized in this report. </span></p>","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 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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":27462,"text":"wri7877 - 1978 - Computer modeling of ground-water availability in the Pootatuck River Valley, Newtown, Connecticut","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri7877","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":"78-77","title":"Computer modeling of ground-water availability in the Pootatuck River Valley, Newtown, Connecticut","docAbstract":"A hydrologic analysis of the stratified drift in Newtown, Conn., based on available data, test drilling, seismic refraction profiling, and the stream-aquifer connection was performed using a digital computer model. Simulated pumping indicates that a total of 4.0 million gallons of water per day (Mgal/d) can be withdrawn from the stream-aquifer system. A minimum of 2.5 Mgal/d is available for future development since Fairfield Hills Hospital is capable of withdrawing 1.5 Mgal/d. Induced recharge from the Pootatuck River supplies 65 percent, or 2.6 Mgal/d of the total pumpage, and captured ground-water outflow supplies the remaining 35 percent of 1.4 Mgal/d. The predicted yields are for long-term average hydrologic conditions; usually dry or extended drought periods would significantly reduce the water available from the aquifer. The quality of surface water in the valley as shown by seven samples from five sites, meets the Connecticut standards for public drinking water except for excessive coliform bacteria. Ground-water quality also meets these standards, as indicated by analyses of 20 samples from 14 wells and 1 spring, but high manganese (up to 15 mg/L) and iron (up to 1.7 mg/L) would require treatment prior to use. Trace metals from one surface-water and four ground-water samples are also within these standards, except for the high cadmium concentration of 26 micrograms per liter in water from one well. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7877","usgsCitation":"Haeni, F., and Handman, E.H., 1978, Computer modeling of ground-water availability in the Pootatuck River Valley, Newtown, Connecticut: U.S. Geological Survey Water-Resources Investigations Report 78-77, xi, 64 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7877.","productDescription":"xi, 64 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":258626,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0077/report.pdf","size":"13261","linkFileType":{"id":1,"text":"pdf"}},{"id":258627,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0077/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a796c","contributors":{"authors":[{"text":"Haeni, F.P.","contributorId":87105,"corporation":false,"usgs":true,"family":"Haeni","given":"F.P.","affiliations":[],"preferred":false,"id":198159,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Handman, Elinor H.","contributorId":31748,"corporation":false,"usgs":true,"family":"Handman","given":"Elinor","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":198158,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":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":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":28326,"text":"wri7815 - 1978 - Map showing ground-water conditions in the House Rock area, Coconino County, Arizona-- 1976","interactions":[],"lastModifiedDate":"2019-07-23T11:50:30","indexId":"wri7815","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":"78-15","title":"Map showing ground-water conditions in the House Rock area, Coconino County, Arizona-- 1976","docAbstract":"The House Rock area includes about 1,500 sq mi in north-central Arizona. Ground water is present in several aquifers that are made up of one or more formations. In the Paria Plateau and Wahweap areas ground water is obtained from the N aquifer, which includes the Navajo Sandstone, Kayenta Formation, and Moenave Formation. Reported static water levels in wells range from 515 to 1,500 ft below the land surface. The chemical quality of the water in the N aquifer varies with location, and dissolved solids generally are less than 850 milligrams per liter. Several wells and test holes in the Lees Ferry area penetrate either the alluvium, Chinle Formation, Moenkopi Formation, or a combination of these. As of 1976, water from these wells was not being used because of poor chemical quality. In the southern and western parts of the area many springs discharge from te Kaibab, Redwall , and Muav Limestones. The quality of water from these formations generally is excellent. Information on the map (scale 1:125,000) includes the principal aquifer that furnishes water to individual wells and springs, depth to water, altitude of the water level, and chemical quality of the water. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7815","usgsCitation":"Levings, G.W., and Farrar, C.D., 1978, Map showing ground-water conditions in the House Rock area, Coconino County, Arizona-- 1976: U.S. Geological Survey Water-Resources Investigations Report 78-15, 1 Plate: 29.99 x 40.42 inches, https://doi.org/10.3133/wri7815.","productDescription":"1 Plate: 29.99 x 40.42 inches","costCenters":[],"links":[{"id":365859,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0015/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159357,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0015/report-thumb.jpg"}],"country":"United States","state":"Arizona","county":"Coconino County","otherGeospatial":"House Rock","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.04887390136719,\n              36.727052686670056\n            ],\n            [\n              -112.03977584838867,\n              36.727052686670056\n            ],\n            [\n              -112.03977584838867,\n              36.73310620817445\n            ],\n            [\n              -112.04887390136719,\n              36.73310620817445\n            ],\n            [\n              -112.04887390136719,\n              36.727052686670056\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db655445","contributors":{"authors":[{"text":"Levings, G. W.","contributorId":12485,"corporation":false,"usgs":true,"family":"Levings","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199597,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199598,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":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}]}}
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