{"pageNumber":"581","pageRowStart":"14500","pageSize":"25","recordCount":16498,"records":[{"id":9162,"text":"ofr77238 - 1977 - Ground-water levels in observation wells in Oklahoma, 1975","interactions":[],"lastModifiedDate":"2012-02-02T00:06:18","indexId":"ofr77238","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-238","title":"Ground-water levels in observation wells in Oklahoma, 1975","docAbstract":"The objectives of the observation-well program are (1) to provide long-term records of water-level fluctuations in representative wells, (2) to facilitate the prediction of water-level trends and indicate the future availability of ground-water supplies, and (3) to provide information for use in basic research. These selected records serve as a framework to which other types of hydrologic data may be related.\r\nThe stratigraphic nomenclature and age determinations used in this report are those accepted by the Oklahoma Geological Survey and do not necessarily agree with those of the U.S. Geological Survey.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr77238","usgsCitation":"Goemaat, R.L., 1977, Ground-water levels in observation wells in Oklahoma, 1975: U.S. Geological Survey Open-File Report 77-238, iv, 35 p. :map ;27 cm.; (39 p. - PGS), https://doi.org/10.3133/ofr77238.","productDescription":"iv, 35 p. :map ;27 cm.; (39 p. - PGS)","costCenters":[],"links":[{"id":142652,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6675eb","contributors":{"authors":[{"text":"Goemaat, Robert L.","contributorId":64256,"corporation":false,"usgs":true,"family":"Goemaat","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":159206,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1807,"text":"wsp2037 - 1977 - Hydrologic changes after logging in two small Oregon coastal watersheds","interactions":[{"subject":{"id":14000,"text":"ofr76172 - 1976 - Hydrologic changes after logging in two small Oregon coastal watersheds","indexId":"ofr76172","publicationYear":"1976","noYear":false,"title":"Hydrologic changes after logging in two small Oregon coastal watersheds"},"predicate":"SUPERSEDED_BY","object":{"id":1807,"text":"wsp2037 - 1977 - Hydrologic changes after logging in two small Oregon coastal watersheds","indexId":"wsp2037","publicationYear":"1977","noYear":false,"title":"Hydrologic changes after logging in two small Oregon coastal watersheds"},"id":1}],"lastModifiedDate":"2017-02-03T13:46:09","indexId":"wsp2037","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2037","title":"Hydrologic changes after logging in two small Oregon coastal watersheds","docAbstract":"Effects of clearcut, cable logging on the hydrologic characteristics of a small coastal stream in Oregon indicate an average 181-percent increase in sediment yield over a 7-year postlogging period. Annual runoff and high-flow volumes increased 19 and 1.1 inches (480 and 28 mm), respectively, after logging in the watershed. Clearcutting in small, spaced patches in another watershed resulted in some increase in water and sediment yields, but the increase was not statistically significant. Average monthly April-October maximum water temperatures increased significantly in the principal stream of both the clearcut and 'patch-cut' watersheds. Hydrologic characteristics of both streams generally appear to be returning to prelogging conditions (19731.","language":"ENGLISH","publisher":"U.S. Geological Survey ; Washington : for sale by the Supt. of Docs., U.S. Govt. Print. Off.,","doi":"10.3133/wsp2037","usgsCitation":"Harris, D.D., 1977, Hydrologic changes after logging in two small Oregon coastal watersheds: U.S. Geological Survey Water Supply Paper 2037, vi, 31 p. :ill., map ;23 cm. --, https://doi.org/10.3133/wsp2037.","productDescription":"vi, 31 p. :ill., map ;23 cm. --","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":26966,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2037/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137148,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2037/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db61168c","contributors":{"authors":[{"text":"Harris, David Dell","contributorId":24338,"corporation":false,"usgs":true,"family":"Harris","given":"David","email":"","middleInitial":"Dell","affiliations":[],"preferred":false,"id":144188,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10427,"text":"ofr77485 - 1977 - Summary of basic hydrologic data collected at Coso Hot Springs, Inyo County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr77485","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-485","title":"Summary of basic hydrologic data collected at Coso Hot Springs, Inyo County, California","docAbstract":"More than 200 wells and springs were visited within a 20-mile radius of Coso Hot Springs, Calif. Hydrologic and geothermal data were collected for each well or spring site. The data includes depth, chemical quality, temperature and specific conductance of water, quantity of flow, well construction, and well logs. These data show that the normal temperature gradient in the ground is about 1.1 degrees Celsius (2 degrees Fahrenheit) per 100 feet. The temperature gradient in the thermal areas is as high as 24.4 degrees Celsius (44 degrees Fahrenheit) per 100 feet. The highest temperature measured for all the wells and springs was 142.2 degrees Celsius (288 degrees Fahrenheit). The chemical quality of water in the study area is generally good except in areas where water evaporates from land surface at Owens Valley playa or where steam escapes into the atmosphere from land surface. Computerized hydrologic and geothermal data are being stored for future use at the U.S. Geological Survey office, Laguna Niguel, Calif. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr77485","usgsCitation":"Moyle, W., 1977, Summary of basic hydrologic data collected at Coso Hot Springs, Inyo County, California: U.S. Geological Survey Open-File Report 77-485, iv, 93 p. :ill., 2 fold. maps (in pocket) ;27 cm.; (53 p. - PGS), https://doi.org/10.3133/ofr77485.","productDescription":"iv, 93 p. :ill., 2 fold. maps (in pocket) ;27 cm.; (53 p. - PGS)","costCenters":[],"links":[{"id":144922,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0485/report-thumb.jpg"},{"id":38282,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1977/0485/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38283,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0485/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69937a","contributors":{"authors":[{"text":"Moyle, W. R.","contributorId":27421,"corporation":false,"usgs":true,"family":"Moyle","given":"W. R.","affiliations":[],"preferred":false,"id":161373,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3866,"text":"cir745 - 1977 - Water consumption by nuclear powerplants and some hydrological implications","interactions":[],"lastModifiedDate":"2017-07-07T08:39:03","indexId":"cir745","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"745","title":"Water consumption by nuclear powerplants and some hydrological implications","docAbstract":"Published data show that estimated water consumption varies with the cooling system adopted, being least in once-through cooling (about 18 cubic feet per second per 1,000 megawatts electrical) and greatest in closed cooling with mechanical draft towers (about 30 cubic feet per second per 1,000 megawatts electrical). When freshwater is used at this magnitude, water-resources economy may be affected in a given region. The critical need for cooling water at all times by the nuclear powerplant industry, coupled with the knowledge that water withdrawal in the basin will generally increase with time and will be at a maximum during low-flow periods, indicates a need for reexamination of the design low flow currently adopted and the methods used to estimate it. The amount of power generated, the name of the cooling water source, and the cooling method adopted for all nuclear powerplants projected to be in operation by 1985 in the United States are tabulated and the estimated annual evaporation at each powerplant site is shown on a map of the conterminous United States. Another map is presented that shows all nuclear powerplants located on river sites as well as stream reaches in the United States where the 7-day, 10-year low flow is at least 300 cubic feet per second or where this amount of flow can be developed with storage. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir745","usgsCitation":"Giusti, E.V., and Meyer, E., 1977, Water consumption by nuclear powerplants and some hydrological implications: U.S. Geological Survey Circular 745, iii, 14 p. :ill. ;26 cm. , https://doi.org/10.3133/cir745.","productDescription":"iii, 14 p. :ill. ;26 cm. ","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":30959,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1977/0745/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123994,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1977/0745/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d8e4b07f02db54942f","contributors":{"authors":[{"text":"Giusti, Ennio V.","contributorId":35301,"corporation":false,"usgs":true,"family":"Giusti","given":"Ennio","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":147753,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meyer, E.L.","contributorId":102870,"corporation":false,"usgs":true,"family":"Meyer","given":"E.L.","email":"","affiliations":[],"preferred":false,"id":147754,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":8961,"text":"ofr77668 - 1977 - Technique for estimating depth of 100-year floods in Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:06:10","indexId":"ofr77668","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-668","title":"Technique for estimating depth of 100-year floods in Tennessee","docAbstract":"Preface: A method is presented for estimating the depth of the loo-year flood in four hydrologic areas in Tennessee. Depths at 151 gaging stations on streams that were not significantly affected by man made changes were related to basin characteristics by multiple regression techniques. Equations derived from the analysis can be used to estimate the depth of the loo-year flood if the size of the drainage basin is known.\r\n\r\n","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr77668","usgsCitation":"Gamble, C.R., and Lewis, J.G., 1977, Technique for estimating depth of 100-year floods in Tennessee: U.S. Geological Survey Open-File Report 77-668, 18 leaves :fold. map; 28 cm., https://doi.org/10.3133/ofr77668.","productDescription":"18 leaves :fold. map; 28 cm.","costCenters":[],"links":[{"id":141128,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":9112,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1977/ofr_77-668/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db68620a","contributors":{"authors":[{"text":"Gamble, Charles R.","contributorId":6822,"corporation":false,"usgs":true,"family":"Gamble","given":"Charles","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":158628,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, James G.","contributorId":38155,"corporation":false,"usgs":true,"family":"Lewis","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":158629,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":11696,"text":"ofr77511 - 1977 - Hydrologic data for a subsurface waste-injection site at Mulberry, Florida, 1972-76","interactions":[],"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr77511","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-511","title":"Hydrologic data for a subsurface waste-injection site at Mulberry, Florida, 1972-76","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr77511","usgsCitation":"Wilson, W.E., 1977, Hydrologic data for a subsurface waste-injection site at Mulberry, Florida, 1972-76: U.S. Geological Survey Open-File Report 77-511, 24 leaves :ill., map ;27 cm., https://doi.org/10.3133/ofr77511.","productDescription":"24 leaves :ill., map ;27 cm.","costCenters":[],"links":[{"id":145038,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60eb9f","contributors":{"authors":[{"text":"Wilson, William Edward","contributorId":82321,"corporation":false,"usgs":true,"family":"Wilson","given":"William","email":"","middleInitial":"Edward","affiliations":[],"preferred":false,"id":163584,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10425,"text":"ofr7815 - 1977 - Hydrology of the Beaver Valley area, Beaver County, Utah, with emphasis on ground water","interactions":[{"subject":{"id":10425,"text":"ofr7815 - 1977 - Hydrology of the Beaver Valley area, Beaver County, Utah, with emphasis on ground water","indexId":"ofr7815","publicationYear":"1977","noYear":false,"title":"Hydrology of the Beaver Valley area, Beaver County, Utah, with emphasis on ground water"},"predicate":"SUPERSEDED_BY","object":{"id":70043282,"text":"70043282 - 1978 - Hydrology of the Beaver Valley area, Beaver County, Utah, with emphasis on ground water","indexId":"70043282","publicationYear":"1978","noYear":false,"title":"Hydrology of the Beaver Valley area, Beaver County, Utah, with emphasis on ground water"},"id":1}],"supersededBy":{"id":70043282,"text":"70043282 - 1978 - Hydrology of the Beaver Valley area, Beaver County, Utah, with emphasis on ground water","indexId":"70043282","publicationYear":"1978","noYear":false,"title":"Hydrology of the Beaver Valley area, Beaver County, Utah, with emphasis on ground water"},"lastModifiedDate":"2013-02-09T21:58:46","indexId":"ofr7815","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"78-15","title":"Hydrology of the Beaver Valley area, Beaver County, Utah, with emphasis on ground water","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr7815","usgsCitation":"Mower, R.W., 1977, Hydrology of the Beaver Valley area, Beaver County, Utah, with emphasis on ground water: U.S. Geological Survey Open-File Report 78-15, xi, 123 p., :ill. (some fold.), maps (some fold. col.) ;29 cm., https://doi.org/10.3133/ofr7815.","productDescription":"xi, 123 p., :ill. (some fold.), maps (some fold. col.) ;29 cm.","costCenters":[],"links":[{"id":144920,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601eb2","contributors":{"authors":[{"text":"Mower, R. W.","contributorId":34898,"corporation":false,"usgs":true,"family":"Mower","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":161370,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9047,"text":"ofr77477 - 1977 - Miscellaneous hydrologic and geologic observations on the inner Beaufort Sea Shelf, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:06:19","indexId":"ofr77477","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-477","title":"Miscellaneous hydrologic and geologic observations on the inner Beaufort Sea Shelf, Alaska","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr77477","usgsCitation":"Barnes, P.W., Reimnitz, E., Drake, D., and Toimil, L., 1977, Miscellaneous hydrologic and geologic observations on the inner Beaufort Sea Shelf, Alaska: U.S. Geological Survey Open-File Report 77-477, v, 95 p. in various pagings :ill., maps ;28 cm.; (96 p. - PGS), https://doi.org/10.3133/ofr77477.","productDescription":"v, 95 p. in various pagings :ill., maps ;28 cm.; (96 p. - PGS)","costCenters":[],"links":[{"id":142865,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0477/report-thumb.jpg"},{"id":36684,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0477/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699bc1","contributors":{"authors":[{"text":"Barnes, Peter W.","contributorId":6042,"corporation":false,"usgs":true,"family":"Barnes","given":"Peter","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":158882,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reimnitz, Erk","contributorId":17963,"corporation":false,"usgs":true,"family":"Reimnitz","given":"Erk","email":"","affiliations":[],"preferred":false,"id":158883,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Drake, David","contributorId":105718,"corporation":false,"usgs":true,"family":"Drake","given":"David","affiliations":[],"preferred":false,"id":158885,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Toimil, Lawrence","contributorId":54596,"corporation":false,"usgs":true,"family":"Toimil","given":"Lawrence","affiliations":[],"preferred":false,"id":158884,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":49322,"text":"ofr77848 - 1977 - Hydrologic data for the Guyandotte River basin, West Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:11:15","indexId":"ofr77848","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-848","title":"Hydrologic data for the Guyandotte River basin, West Virginia","language":"ENGLISH","doi":"10.3133/ofr77848","usgsCitation":"Bader, J.S., Chisholm, J., Downs, S.C., and Bragg, R., 1977, Hydrologic data for the Guyandotte River basin, West Virginia: U.S. Geological Survey Open-File Report 77-848, 250 p.; Scale 1:125,000 (1 inch = about 2 miles), https://doi.org/10.3133/ofr77848.","productDescription":"250 p.; Scale 1:125,000 (1 inch = about 2 miles)","costCenters":[],"links":[{"id":176245,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"25000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608361","contributors":{"authors":[{"text":"Bader, John S.","contributorId":72455,"corporation":false,"usgs":true,"family":"Bader","given":"John","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":239488,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chisholm, J.L.","contributorId":83123,"corporation":false,"usgs":true,"family":"Chisholm","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":239489,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Downs, S. C.","contributorId":36956,"corporation":false,"usgs":true,"family":"Downs","given":"S.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":239486,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bragg, R.L.","contributorId":67905,"corporation":false,"usgs":true,"family":"Bragg","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":239487,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":8974,"text":"ofr77219 - 1977 - Artificial recharge for subsidence abatement at the NASA-Johnson Space Center, Phase I","interactions":[],"lastModifiedDate":"2017-06-14T13:16:24","indexId":"ofr77219","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-219","title":"Artificial recharge for subsidence abatement at the NASA-Johnson Space Center, Phase I","docAbstract":"

Regional decline of aquifer head due to ground-water withdrawal in the Houston area has caused extensive land-surface subsidence. The NASA-Johnson Space Center (NASA-JSC) in southeastern Harris County, Texas, was about 13 to 19 feet above mean sea level in 1974 and sinking at a rate of more than 0.2 foot per year. NASA-JSC officials, concerned about the hurricane flooding hazard, requested the U.S. Geological Survey to study the feasibility of artificially recharging the aquifers for subsidence abatement. Hydrologic digital models were developed for theoretical determinations of quantities of water needed, under various well-array plans, for artificial recharge of the Chicot and Evangeline aquifers in order to halt the local subsidence at NASA-JSC. The programs for the models were developed for analysis of three-dimensional ground-water flow. Total injection rates of between 2,000 and 14,000 gallons per minute under three general well-array plans were determined for a range of residual clay pore pressures of 10 to 70 feet of hydraulic head. The space distributions of the resultant hydraulic heads, illustrated for injection rates of 3,600 and 8 ,400 gallons per minute, indicated that, for the same rate, increasing the number and spread of the injection locations reduces the head gradients within NASA-JSC. (Woodard-USGS)

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr77219","usgsCitation":"Garza, S., 1977, Artificial recharge for subsidence abatement at the NASA-Johnson Space Center, Phase I: U.S. Geological Survey Open-File Report 77-219, 77 p., https://doi.org/10.3133/ofr77219.","productDescription":"77 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":142383,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672c35","contributors":{"authors":[{"text":"Garza, Sergio","contributorId":88713,"corporation":false,"usgs":true,"family":"Garza","given":"Sergio","email":"","affiliations":[],"preferred":false,"id":158648,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9070,"text":"ofr77164 - 1977 - Report on preliminary data for Madison Limestone test well no.1, NE1/4 SE1/4 section 15, T. 57 N., R. 65 W., Crook County, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:06:23","indexId":"ofr77164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-164","title":"Report on preliminary data for Madison Limestone test well no.1, NE1/4 SE1/4 section 15, T. 57 N., R. 65 W., Crook County, Wyoming","docAbstract":"This report provides the preliminary data for the Madison Limestone test well no. 1 in Crook County, Wyoming, including test-well history, geology of the test well, hydrologic testing, and geochemistry. The test well was drilled to a depth of 4,341 feet to determine the water-resource potential of the Madison Limestone and associated rocks to meet future water needs in a 188,000 sq mi region that includes the coal-rich area of the Northern Great Plains. Drilling and testing were designed to yield a maximum of stratigraphic, structural, geophysical, and hydrologic information. All significant water-bearing units contain relatively freshwater (less than 2,000 mg/liter dissolved solids). Three water-bearing units, which are now cased off, may be potential sources of ground water in the area of the test well. These are the Hulett Sandstone Member of the Sundance Formation, the Minnekahta Limestone, and the upper sandy part of the Minnelusa Formation. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr77164","usgsCitation":"Blankennagel, R.K., Miller, W.R., Brown, D., and Cushing, E.M., 1977, Report on preliminary data for Madison Limestone test well no.1, NE1/4 SE1/4 section 15, T. 57 N., R. 65 W., Crook County, Wyoming: U.S. Geological Survey Open-File Report 77-164, iii, 97 leaves :ill., maps ;27 cm.; (110 p., 3 sheets - PGS), https://doi.org/10.3133/ofr77164.","productDescription":"iii, 97 leaves :ill., maps ;27 cm.; (110 p., 3 sheets - PGS)","costCenters":[],"links":[{"id":143575,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0164/report-thumb.jpg"},{"id":36697,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1977/0164/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36698,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1977/0164/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36699,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1977/0164/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36700,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0164/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62f475","contributors":{"authors":[{"text":"Blankennagel, Richard K.","contributorId":55423,"corporation":false,"usgs":true,"family":"Blankennagel","given":"Richard","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":158970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, W. R.","contributorId":92239,"corporation":false,"usgs":true,"family":"Miller","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":158972,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, D.L.","contributorId":73173,"corporation":false,"usgs":true,"family":"Brown","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":158971,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Cushing, E. M.","contributorId":94273,"corporation":false,"usgs":true,"family":"Cushing","given":"E.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":158973,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":10370,"text":"ofr76723 - 1977 - Hydrologic data for Cow Bayou, Brazos River Basin, Texas, 1975","interactions":[],"lastModifiedDate":"2016-08-10T16:37:49","indexId":"ofr76723","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"76-723","title":"Hydrologic data for Cow Bayou, Brazos River Basin, Texas, 1975","docAbstract":"

The U.S. Soil Conservation Service is actively engaged in the implementation of flood- and soil-erosion reducing measures in Texas under the authority of. \"The Flood Control Act of 1936 and 1944\" and \"Watershed Protection and Flood Prevention Act\" (Public Law 566), as amended. The Soil Conservation Service has found a total of approximately 3,500 floodwater~retarding structures to be physically and economically feasible in Texas. As of September 30, 1975, 1,680 of these structures had been built.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76723","usgsCitation":"Mitchell, R., and Wehmeyer, E., 1977, Hydrologic data for Cow Bayou, Brazos River Basin, Texas, 1975: U.S. Geological Survey Open-File Report 76-723, 81 p., https://doi.org/10.3133/ofr76723.","productDescription":"81 p.","numberOfPages":"82","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":112935,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0723/report.pdf","size":"4830","linkFileType":{"id":1,"text":"pdf"}},{"id":142616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0723/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fabd","contributors":{"authors":[{"text":"Mitchell, R.N.","contributorId":94301,"corporation":false,"usgs":true,"family":"Mitchell","given":"R.N.","email":"","affiliations":[],"preferred":false,"id":161273,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wehmeyer, E.E.","contributorId":47789,"corporation":false,"usgs":true,"family":"Wehmeyer","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":161272,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":6045,"text":"pp655N - 1977 - The hydrologic history of the San Carlos Reservoir, Arizona, 1929-71, with particular reference to evapotranspiration and sedimentation","interactions":[],"lastModifiedDate":"2012-02-02T00:05:56","indexId":"pp655N","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"655","chapter":"N","title":"The hydrologic history of the San Carlos Reservoir, Arizona, 1929-71, with particular reference to evapotranspiration and sedimentation","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp655N","usgsCitation":"Kipple, F.P., 1977, The hydrologic history of the San Carlos Reservoir, Arizona, 1929-71, with particular reference to evapotranspiration and sedimentation: U.S. Geological Survey Professional Paper 655, 39 p., https://doi.org/10.3133/pp655N.","productDescription":"39 p.","costCenters":[],"links":[{"id":121447,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0655n/report-thumb.jpg"},{"id":33021,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0655n/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a86e4b07f02db64da2c","contributors":{"authors":[{"text":"Kipple, Frank P.","contributorId":75523,"corporation":false,"usgs":true,"family":"Kipple","given":"Frank","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":152009,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27452,"text":"wri7731 - 1977 - Techniques for estimating magnitude and frequency of floods in Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T11:26:15","indexId":"wri7731","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-31","title":"Techniques for estimating magnitude and frequency of floods in Minnesota","docAbstract":"

 Estimating relations have been developed to provide engineers and designers with improved techniques for defining flow-frequency characteristics to satisfy hydraulic planning and design requirements. The magnitude and frequency of floods up to the 100-year recurrence interval can be determined for most streams in Minnesota by methods presented. By multiple regression analysis, equations have been developed for estimating flood-frequency relations at ungaged sites on natural flow streams. Eight distinct hydrologic regions are delineated within the State with boundaries defined generally by river basin divides. Regression equations are provided for each region which relate selected frequency floods to significant basin parameters. For main-stem streams, graphs are presented showing floods for selected recurrence intervals plotted against contributing drainage area. Flow-frequency estimates for intervening sites along the Minnesota River, Mississippi River, and the Red River of the North can be derived from these graphs. Flood-frequency characteristics are tabulated for 201 paging stations having 10 or more years of record.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri7731","collaboration":"Prepared in cooperation with the Minnesota Department of Transportation, Division of Highways and Minnesota Department of Natural Resources, Division of Waters","usgsCitation":"Guetzkow, L.C., 1977, Techniques for estimating magnitude and frequency of floods in Minnesota: U.S. Geological Survey Water-Resources Investigations Report 77-31, iv, 33 p., https://doi.org/10.3133/wri7731.","productDescription":"iv, 33 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa3d9","contributors":{"authors":[{"text":"Guetzkow, Lowell C.","contributorId":65816,"corporation":false,"usgs":true,"family":"Guetzkow","given":"Lowell","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198141,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27572,"text":"wri7716 - 1977 - Application of thermal imagery and aerial photography to hydrologic studies of karst terrane in Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri7716","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-16","title":"Application of thermal imagery and aerial photography to hydrologic studies of karst terrane in Missouri","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7716","usgsCitation":"Harvey, E., Williams, J., and Dinkel, T., 1977, Application of thermal imagery and aerial photography to hydrologic studies of karst terrane in Missouri: U.S. Geological Survey Water-Resources Investigations Report 77-16, vi, 58 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7716.","productDescription":"vi, 58 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":95644,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0016/report.pdf","size":"7607","linkFileType":{"id":1,"text":"pdf"}},{"id":158910,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0016/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a5be","contributors":{"authors":[{"text":"Harvey, E.J.","contributorId":47416,"corporation":false,"usgs":true,"family":"Harvey","given":"E.J.","email":"","affiliations":[],"preferred":false,"id":198352,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, J.H.","contributorId":29482,"corporation":false,"usgs":true,"family":"Williams","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":198350,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dinkel, T.R.","contributorId":34555,"corporation":false,"usgs":true,"family":"Dinkel","given":"T.R.","email":"","affiliations":[],"preferred":false,"id":198351,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27655,"text":"wri77102 - 1977 - Ground-water appraisal of the Pineland Sands area, central Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T11:55:04","indexId":"wri77102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-102","title":"Ground-water appraisal of the Pineland Sands area, central Minnesota","docAbstract":"

The Pineland Sands area consists of 770 square miles of surficial glacial outwash, which is undergoing increasing ground-water development for irrigation. The aquifer material is commonly very fine sand to fine gravel, and grain size generally increases from south to north. Thickness, transmissivity, and theoretical well yields are highest in the northern part. In places, saturated thickness exceeds 100 feet, transmissivity exceeds 20,000 feet squared per day, and expected well yields exceed 2,000 gallons per minute.

\n

Water in the aquifer is chemically suitable for irrigation. It is calcium bicarbonate water generally containing dissolvedsolids concentrations of 100-300 milligrams per liter.

\n

An estimated long-term water budget for the aquifer involves inflow and outflow of 295 cubic feet per second. Over 80 percent of recharge to the aquifer is directly from snowmelt and spring rain; the remainder is from underflow across the northern boundary of the aquifer and locally from streams and lakes. Over 90 percent of discharge from the aquifer is flow to streams and lakes; the remainder is through evapotranspiration.

\n

A mathematical model of the surficial aquifer was made to facilitate analysis of the hydrologic system. The model was calibrated through simulation of the natural ground-water flow system. Subsequent applications of the model to estimate effects of future ground-water development indicate that much of the system can safely support long-term, large-scale withdrawals.

\n

Results of model analysis show that present development (withdrawals totaling 3.3 cubic feet per second) has no significant effect on the aquifer system. Simulations of hypothetical withdrawals of 60 to 120 cubic feet per second resulted in computed water-table declines as great as 12 feet in places. Most pumpage is derived from intercepted base flow to streams, thus reducing streamflow. Similarly, some lake levels can be expected to decline in response to nearby intensive development.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri77102","collaboration":"Prepared in cooperation with WesMin Resource Conservation and Development Association Headwaters Resource Conservation and Development Association Pineland Sands Steering Committee Minnesota Department of Natural Resources","usgsCitation":"Helgesen, J.O., 1977, Ground-water appraisal of the Pineland Sands area, central Minnesota: U.S. Geological Survey Water-Resources Investigations Report 77-102, Document: viii, 49 p.; 3 Plates: 24.79 x 28.57 inches or smaller, https://doi.org/10.3133/wri77102.","productDescription":"Document: viii, 49 p.; 3 Plates: 24.79 x 28.57 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":158541,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0102/report-thumb.jpg"},{"id":95658,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0102/report.pdf","size":"3111","linkFileType":{"id":1,"text":"pdf"}},{"id":95659,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0102/plate-1.pdf","size":"1128","linkFileType":{"id":1,"text":"pdf"}},{"id":95660,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0102/plate-2.pdf","size":"1059","linkFileType":{"id":1,"text":"pdf"}},{"id":95661,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0102/plate-3.pdf","size":"1078","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Pinelands Sands area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": 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This report contains rainfall, runoff, and storage data collected during the 1975 water year for a 75.5 sq mi area above the stream-gaging station Little Elm Creek near Aubrey, Texas. Floodflows from 35.7 sq mi of the area are regulated by 16 floodwater-retarding structures constructed by the Soil Conservation Service. Six storm periods were selected for detailed computations and analyses. Water-quality data is given for Little Elm Creek. (Woodard-USGS)

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7783","collaboration":"Prepared in cooperation with the city of Dallas and the Texas Water Development Board","usgsCitation":"Slade, R., and Taylor, J., 1977, Hydrologic data for Little Elm Creek, Trinity River basin, Texas, 1975: U.S. Geological Survey Open-File Report 77-83, 108 p., https://doi.org/10.3133/ofr7783.","productDescription":"108 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":144714,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0083/report-thumb.jpg"},{"id":395466,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0083/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Little Elm Creek","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e927","contributors":{"authors":[{"text":"Slade, R.M. Jr.","contributorId":40595,"corporation":false,"usgs":true,"family":"Slade","given":"R.M.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":162707,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Taylor, J.M.","contributorId":42587,"corporation":false,"usgs":true,"family":"Taylor","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":162706,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10049,"text":"ofr7818 - 1977 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah","interactions":[{"subject":{"id":10049,"text":"ofr7818 - 1977 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah","indexId":"ofr7818","publicationYear":"1977","noYear":false,"title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":2129,"text":"wsp2057 - 1979 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","indexId":"wsp2057","publicationYear":"1979","noYear":false,"title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah"},"id":1}],"supersededBy":{"id":2129,"text":"wsp2057 - 1979 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","indexId":"wsp2057","publicationYear":"1979","noYear":false,"title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah"},"lastModifiedDate":"2012-02-02T00:06:40","indexId":"ofr7818","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"78-18","title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr7818","usgsCitation":"Lines, G.C., 1977, Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah: U.S. Geological Survey Open-File Report 78-18, 196 p., :ill., maps ;27 cm. --, https://doi.org/10.3133/ofr7818.","productDescription":"196 p., :ill., maps ;27 cm. --","costCenters":[],"links":[{"id":145607,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e8a5","contributors":{"authors":[{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":160729,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10854,"text":"ofr77150 - 1977 - A brief investigation of the surface-water hydrology of Yemen Arab Republic","interactions":[],"lastModifiedDate":"2019-04-26T09:10:54","indexId":"ofr77150","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-150","title":"A brief investigation of the surface-water hydrology of Yemen Arab Republic","docAbstract":"Yemen, near the southwest tip of the Arabian Peninsula, is a mountainous country bordered by a desert on the east and a coastal plain on the west. Rainfall is low and seasonal; consequently, most streams (wadis) are ephemeral. The natural flow regimens of many of the smaller wadis are modified by terracing for agriculture. The only streamflow data available in Yemen are short records on four large wadis. A brief field investigation and application of reconnaissance techniques are the bases for the largely qualitative description of the hydrology, and for the proposal to collect streamflow data needed for orderly development of the expanding economy. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr77150","usgsCitation":"Riggs, H.C., 1977, A brief investigation of the surface-water hydrology of Yemen Arab Republic: U.S. Geological Survey Open-File Report 77-150, iv, 37 p. , https://doi.org/10.3133/ofr77150.","productDescription":"iv, 37 p. ","costCenters":[],"links":[{"id":363243,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0150/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144892,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0150/report-thumb.jpg"}],"country":"Yemen","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd497ae4b0b290850ef37d","contributors":{"authors":[{"text":"Riggs, Henry Chiles","contributorId":44129,"corporation":false,"usgs":true,"family":"Riggs","given":"Henry","email":"","middleInitial":"Chiles","affiliations":[],"preferred":false,"id":162078,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30552,"text":"wri7726 - 1977 - Hydrology of the Creeping Swamp Watershed, North Carolina with reference to potential effects of stream channelization","interactions":[],"lastModifiedDate":"2019-07-22T12:15:02","indexId":"wri7726","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-26","title":"Hydrology of the Creeping Swamp Watershed, North Carolina with reference to potential effects of stream channelization","docAbstract":"Hydrologic data were collected for four years at six sites in the Creeping Swamp watershed in eastern North Carolina in a preliminary effort to study the effects of stream channelization on the hydrology of a small watershed. A water-budget evaluation for pre-channelized conditions showed that runoff accounts for about 17 percent of the total rainfall, base runoff about 20 percent, ground-water outflow about 2 percent, and evapotranspiration about 61 percent. Channelization would have caused the greatest decline in ground-water levels nearest the stream, with the decline diminishing with increased distance from the stream. Channelization would also have resulted in a decrease in overland runoff and an increase in the amount of water reaching Creeping Swamp through the ground-water system, although the total volume of runoff would not change significantly. The water-quality characteristics of Creeping Swamp indicate that the stream is relatively free of pollution, although it is likely that channelization would increase (1) suspended-sediment loads, (2) stream temperatures, and (3) concentrations of dissolved solids, especially during low flows.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7726","usgsCitation":"Winner, M., and Simmons, C., 1977, Hydrology of the Creeping Swamp Watershed, North Carolina with reference to potential effects of stream channelization: U.S. Geological Survey Water-Resources Investigations Report 77-26, vi, 54 p. , https://doi.org/10.3133/wri7726.","productDescription":"vi, 54 p. 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Carolina\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db691232","contributors":{"authors":[{"text":"Winner, M.D.","contributorId":59801,"corporation":false,"usgs":true,"family":"Winner","given":"M.D.","email":"","affiliations":[],"preferred":false,"id":203444,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simmons, C.E.","contributorId":32572,"corporation":false,"usgs":true,"family":"Simmons","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":203443,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27885,"text":"wri7714 - 1977 - Simulation studies of flow and sediment transport using a mathematical model, Atchafalaya River Basin, Louisiana","interactions":[],"lastModifiedDate":"2018-11-16T09:58:48","indexId":"wri7714","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-14","title":"Simulation studies of flow and sediment transport using a mathematical model, Atchafalaya River Basin, Louisiana","docAbstract":"

Simulation studies were made of flow and sediment transport for the Atchafalaya River basin, Louisiana using a mathematical model calibrated and supplied by the Hydrologic Engineering Center and the New Orleans District, U.S. Army Corps of Engineers. The study results are based on three, 50-year computer simulations for the following alternatives: (1) no-action alternative, (2) channelization with a center-channel flow area of 80,000 sq ft, and (3) channelization with a center-channel flow area of 100,000 sq ft. Analyses of the simulated data base for depth-frequency, inundated-area, floodway cross-section and water-surface profile relationships were made for 10 flow rates. The analyses indicate a general trend of aggradation in the lower part of the floodway with a consequent trend toward increasing the inundated area, especially at higher flood flows.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7714","usgsCitation":"Jennings, M.E., and Land, L.F., 1977, Simulation studies of flow and sediment transport using a mathematical model, Atchafalaya River Basin, Louisiana: U.S. Geological Survey Water-Resources Investigations Report 77-14, vi, 55 p., https://doi.org/10.3133/wri7714.","productDescription":"vi, 55 p.","costCenters":[],"links":[{"id":359497,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0014/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0014/report-thumb.jpg"}],"country":"United States","state":"Louisiana","otherGeospatial":"Atchafalaya River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -91.91986083984375,\n 29.310351371763023\n ],\n [\n -91.14532470703125,\n 29.310351371763023\n ],\n [\n -91.14532470703125,\n 31.027047769854388\n ],\n [\n -91.91986083984375,\n 31.027047769854388\n ],\n [\n -91.91986083984375,\n 29.310351371763023\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a5f6","contributors":{"authors":[{"text":"Jennings, Marshall E.","contributorId":55813,"corporation":false,"usgs":true,"family":"Jennings","given":"Marshall","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198848,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Land, Larry F.","contributorId":60612,"corporation":false,"usgs":true,"family":"Land","given":"Larry","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198847,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10754,"text":"ofr77566 - 1977 - Ground-water hydrology and subsurface migration of radioisotopes at a low-level solid radioactive-waste disposal site, West Valley, New York","interactions":[{"subject":{"id":10754,"text":"ofr77566 - 1977 - Ground-water hydrology and subsurface migration of radioisotopes at a low-level solid radioactive-waste disposal site, West Valley, New York","indexId":"ofr77566","publicationYear":"1977","noYear":false,"title":"Ground-water hydrology and subsurface migration of radioisotopes at a low-level solid radioactive-waste disposal site, West Valley, New York"},"predicate":"SUPERSEDED_BY","object":{"id":38538,"text":"pp1325 - 1986 - Ground-water hydrology and subsurface migration of radionuclides at a commercial radioactive-waste burial site, West Valley, Cattaraugus County, New York","indexId":"pp1325","publicationYear":"1986","noYear":false,"title":"Ground-water hydrology and subsurface migration of radionuclides at a commercial radioactive-waste burial site, West Valley, Cattaraugus County, New York"},"id":1}],"supersededBy":{"id":38538,"text":"pp1325 - 1986 - Ground-water hydrology and subsurface migration of radionuclides at a commercial radioactive-waste burial site, West Valley, Cattaraugus County, New York","indexId":"pp1325","publicationYear":"1986","noYear":false,"title":"Ground-water hydrology and subsurface migration of radionuclides at a commercial radioactive-waste burial site, West Valley, Cattaraugus County, New York"},"lastModifiedDate":"2012-02-02T00:06:23","indexId":"ofr77566","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-566","title":"Ground-water hydrology and subsurface migration of radioisotopes at a low-level solid radioactive-waste disposal site, West Valley, New York","docAbstract":"Burial trenches for disposal of solid radioactive waste at West Valley, N.Y., are excavated in till that has very low hydraulic conductivity (about 5 x 10 to the minus 8th power centimeters per second). Fractures and root tubes with chemically oxidized and (or) reduced soil in their walls extend to 3 to 4.5 meters below natural land surface. Preliminary simulations of pressure heads with a digital model suggest that hydraulic conductivity is an order of magnitude greater in the fractured till near land surface than at greater depth. Hydraulic gradients are predominantly downward, even beneath small valleys. The upper part of a body of underlying lacustrine silt is unsaturated; in the lower, saturated part, slow lateral flow may occur. In the older trenches, water began to build up in 1971, overflowed briefly in 1975, and was pumped out in 1975-76. Water levels rose abruptly during major rainstorms in mid-1975, indicating rapid infiltration through cracks in the cover material. The new trenches have maintained low, stable water levels, perhaps because of thicker, more compact cover and less waste settlement; pressure heads near these trenches are low, locally approaching zero, perhaps because of slight infiltration and limited near-surface storage. Peak tritium concentrations in test-hole cores (generally 0.00001 to 0.001 microcuries per milliliter) were found within 3 meters of land surface and are attributed to surface contamination. Concentrations declined rapidly with depth within the fractured till; secondary peaks found at about 9 meters in three holes are attributed to lateral migration from trenches. Other radioisotopes were detected only near land surface. Samples from the walls of shallow fractures revealed no accumulation of radioisotopes. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr77566","usgsCitation":"Prudic, D.E., and Randall, A.D., 1977, Ground-water hydrology and subsurface migration of radioisotopes at a low-level solid radioactive-waste disposal site, West Valley, New York: U.S. Geological Survey Open-File Report 77-566, iv, 28 leaves :ill., map ;27 cm., https://doi.org/10.3133/ofr77566.","productDescription":"iv, 28 leaves :ill., map ;27 cm.","costCenters":[],"links":[{"id":143580,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0566/report-thumb.jpg"},{"id":38559,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0566/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668c43","contributors":{"authors":[{"text":"Prudic, David E. deprudic@usgs.gov","contributorId":3430,"corporation":false,"usgs":true,"family":"Prudic","given":"David","email":"deprudic@usgs.gov","middleInitial":"E.","affiliations":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"preferred":true,"id":161905,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Randall, Allan D. arandall@usgs.gov","contributorId":1168,"corporation":false,"usgs":true,"family":"Randall","given":"Allan","email":"arandall@usgs.gov","middleInitial":"D.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":161904,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":8675,"text":"ofr77487 - 1977 - Hydrologic data for the Vamoosa Aquifer, east-central Oklahoma","interactions":[{"subject":{"id":8675,"text":"ofr77487 - 1977 - Hydrologic data for the Vamoosa Aquifer, east-central Oklahoma","indexId":"ofr77487","publicationYear":"1977","noYear":false,"title":"Hydrologic data for the Vamoosa Aquifer, east-central Oklahoma"},"predicate":"SUPERSEDED_BY","object":{"id":70046142,"text":"70046142 - 1986 - Geohydrology of the Vamoosa-Ada aquifer east-central Oklahoma with a section on chemical quality of water","indexId":"70046142","publicationYear":"1986","noYear":false,"title":"Geohydrology of the Vamoosa-Ada aquifer east-central Oklahoma with a section on chemical quality of water"},"id":1}],"supersededBy":{"id":70046142,"text":"70046142 - 1986 - Geohydrology of the Vamoosa-Ada aquifer east-central Oklahoma with a section on chemical quality of water","indexId":"70046142","publicationYear":"1986","noYear":false,"title":"Geohydrology of the Vamoosa-Ada aquifer east-central Oklahoma with a section on chemical quality of water"},"lastModifiedDate":"2017-09-29T07:58:43","indexId":"ofr77487","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"77-487","title":"Hydrologic data for the Vamoosa Aquifer, east-central Oklahoma","docAbstract":"

Most of the data presented in this report were collected by the U.S. Geological Survey as part of a study of the geohydrology of the Vamoosa aquifer, in east-central Oklahoma, in cooperation with the Oklahoma Geological Survey. Some of the data listed in the tables were collected by Bingham and Moore (1975) and Bingham and Bergman (in press).

Acknowledgment is extended to city officials and individuals who provided the data for this report.

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Studies in 1976 include economic geology, regional geology, stratigraphy, environmental geology, engineering geology, hydrology, and marine geology. Discussions of the findings or, in some instances, narratives of the course of the investigations are grouped in eight subdivisions corresponding to the six major onshore geographic regions, the offshore projects, and projects that are statewide in scope. Locations of the study areas are shown. In addition, many reports and maps covering various aspects of the geology and mineral and water resources of the State were published. These publications are listed. 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No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76885","usgsCitation":"Choffel, K., Roddy, W., and Mitchell, R., 1977, Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1975: U.S. Geological Survey Open-File Report 76-885, 126 p., https://doi.org/10.3133/ofr76885.","productDescription":"126 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":140097,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","city":"Austin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.09280395507812,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 29.991812888666043\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683259","contributors":{"authors":[{"text":"Choffel, K.L.","contributorId":31254,"corporation":false,"usgs":true,"family":"Choffel","given":"K.L.","email":"","affiliations":[],"preferred":false,"id":157459,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Roddy, W.R.","contributorId":27453,"corporation":false,"usgs":true,"family":"Roddy","given":"W.R.","email":"","affiliations":[],"preferred":false,"id":157458,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mitchell, R.N.","contributorId":94301,"corporation":false,"usgs":true,"family":"Mitchell","given":"R.N.","email":"","affiliations":[],"preferred":false,"id":157460,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}