In order to design a network to monitor the effects of works of improvement in the Middle and North Branch Park River watersheds, and to determine the major factors controlling water-quality conditions in the watersheds, an evaluation of sediment transport, water chemistry, and biology was conducted during the spring and early summer of 1978.
Major factors controlling water quality are geology, stream gradient, ground-water seepage, and the duration of streamflow.
Sediment loads originate on the Pembina Escarpment. The coarse silt and sand parts of these loads are deposited on the Lake Agassiz Plain. Transport of sediment is lowered and flow duration is increased on the Middle Branch Park River due to the presence of small dams. Observations suggest that bedload transport is a significant process, particularly in the upstream reaches. However, no quantitative bedload data were collected.
During periods of low flow, analyses of water from the rivers in both watersheds show downstream increases in sodium and chloride due to ground-water seepage or the unregulated flow of wells.
Diversity of benthic invertebrates indicates water-quality conditions are better on the Middle Branch Park River than on the North Branch, and are better at upstream sites than at downstream sites.
A program through which the Soil Conservation Service can monitor the effects of present and future works of improvement on the watersheds was designed. The monitoring program consists of intensive sampling at four locations for sediment and water chemistry during spring and early summer runoff events and by profiles of water chemistry during summer base runoff.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80449","usgsCitation":"Ackerman, D.J., 1980, Water-quality reconnaissance of the Middle and North Branch Park River watersheds, northeastern North Dakota: U.S. Geological Survey Open-File Report 80-449, iv, 30 p., https://doi.org/10.3133/ofr80449.","productDescription":"iv, 30 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":141564,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0449/report-thumb.jpg"},{"id":275913,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0449/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67af83","contributors":{"authors":[{"text":"Ackerman, D. J.","contributorId":53380,"corporation":false,"usgs":true,"family":"Ackerman","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":156373,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8210,"text":"ofr801016 - 1980 - Technique for estimating magnitude and frequency of floods in Maryland","interactions":[],"lastModifiedDate":"2023-03-14T22:55:36.271712","indexId":"ofr801016","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1016","title":"Technique for estimating magnitude and frequency of floods in Maryland","docAbstract":"A method is presented for estimating flood magnitudes for natural drainage basins without urban development or regulated flow. The method was developed by multiple-regression techniques and applies to floods with recurrence intervals from 2 to 100 years.
The State is divided into three regions, and sets of equations for calculating peak discharges based on physical basin characteristics are provided for each region. In the northern region, flood-peak discharges are related to drainage area, forest cover, and 2-year 24-hour rainfall. In the southern region, flood peaks are related to drainage area alone. In the eastern region, peaks are related to drainage area, slope, storage, forest cover, and two composite soil categories. Standard errors of estimate for the regression equations in the northern region range from 38 to 49 percent. For the southern region, the standard errors of estimate vary from 52 to 86 percent, and for the eastern region they vary from 37 to 40 percent.
Maximum observed flood peaks, basin characteristics, and flood-frequency characteristics are tabulated for 234 gaged sites in Maryland and nearby in surrounding states. At 39 of these sites, a rainfall-runoff model was used to obtain synthetic flood-frequency data. These data were combined with observed flood-frequency data to determine the final flood-frequency distributions.
During late October 1977, water discharge from Minidoka Dam into the Milner reach of the Snake River was less than 22 cubic meters per second, compared to normal flows for that time of year of about 42 cubic meters per second or more. To determine if impaired water-quality conditions existed, samples were collected at several sites above and below major point-source waste discharges near Burley, Idaho. Data collected for this study indicate some water-quality impairment within the study reach. At site 15 near Milner Dam, dissolved oxygen was below the 90-percent saturation standard prescribed by the Idaho water-quality standards. The total coliform and fecal coliform standards were exceeded at about one-third of the sites sampled on the main stem of the Snake River. Un-ionized ammonia concentration exceeded U.S. Environmental Protection Agency water-quality criteria at one site near Burley. Concentrations of trace metals, insecticides, and herbicides were all low; none exceeded existing criteria.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80510W","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Low, W.H., 1980, Water-quality conditions in the Milner reach, Snake River, south-central Idaho, October 18-21, 1977: U.S. Geological Survey Open-File Report 80-510, iv, 35 p., https://doi.org/10.3133/ofr80510W.","productDescription":"iv, 35 p.","costCenters":[],"links":[{"id":355649,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0510-w/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":162099,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0510-w/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Snake River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -114.1,\n 42.5\n ],\n [\n -113.4,\n 42.5\n ],\n [\n -113.4,\n 42.75\n ],\n [\n -114.1,\n 42.75\n ],\n [\n -114.1,\n 42.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6c5a","contributors":{"authors":[{"text":"Low, Walton H.","contributorId":92672,"corporation":false,"usgs":true,"family":"Low","given":"Walton","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":237640,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48557,"text":"ofr801089 - 1980 - Preliminary report on the geology of the continental slope adjacent to OCS Lease Sale 55, eastern Gulf of Alaska: Petroleum resource implications","interactions":[],"lastModifiedDate":"2023-06-12T17:11:52.579249","indexId":"ofr801089","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1089","title":"Preliminary report on the geology of the continental slope adjacent to OCS Lease Sale 55, eastern Gulf of Alaska: Petroleum resource implications","docAbstract":"Forty samples of Tertiary and Cretaceous outcrop or suspected outcrop were dredged along the 250-km-long northwest-trending continental slope between long 138°00' W. and 142°30' W. These samples, from water depths of 3,150 m to 200 m, combined with seismic reflection data, identify seven rock units in apparently normal stratigraphic position. From oldest to youngest they are: Unit A: Hard graywacke, argillite, and possible intrusive rocks of inferred Late Cretaceous age that crop out in the eastern part of the slope and probably underlie much of the Fairweather Ground. Unit B: At least 900 m of sandstone, conglomerate, shale, and subordinate basaltic volcanic rocks west of Yakutat Seavalley between 142° W. and 143° W. that is not dated but is probably of late Paleocene to early Eocene age. Unit C: 1,300 m of basaltic flow and pyroclastic rocks with associated clastic marine sedimentary rocks that makes up much of the rugged lower slope throughout the area. This sequence is largely, or entirely, of early Eocene age. Unit D: Up to 2,100 m of early and middle Eocene sandstone, conglomerate, siltstone, and tuffaceous organic-rich shale that partly overlies, and partly intertongues with, the volcanic unit. Unit E: 800 m of early to late Eocene and early Oligocene(?) organic-rich shale, tuffaceous shale, siltstone, and sandstone that partly intertongues with, and partly overlies units C and D. Unit F: 300+ m of siltstone, at least in part of late Oligocene age, that crops out locally along the upper slope where it unconformably overlies Unit E. Unit G: Up to 2,000 m of late Cenozoic (middle Miocene? and younger) clastic sedimentary rocks including abundant glaciomarine deposits that unconformably overlie all the older units.
The early Tertiary sequence sampled on the continental slope differs strikingly in lithology and structure from coeval rocks exposed onshore or penetrated in unsuccessful exploratory wells on the adjacent mainland. Units B, D, and E include abundant source rocks that have undergone a thermal history resulting in local generation of hydrocarbons. Sandstones from Units D and E locally have secondary porosities up to 31 percent and permeabilities to 36 md. Seismic reflection data indicate that the sequence with the most favorable source and reservoir potential (Units B, D, E) dips northeastward beneath OCS Lease Sale 55 where it could be a favorable exploratory target if involved in suitable traps. Young anticlinal folds are not present, but other important traps are likely to include drape structures, horsts, and faults within the early Tertiary sequence and pinchouts, fault traps, or combination structural/stratigraphic traps along the northeastern margin of the early Tertiary basin.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801089","usgsCitation":"Winkler, G., Winkler, G.R., Coonrad, W.L., and Claypool, G., 1980, Preliminary report on the geology of the continental slope adjacent to OCS Lease Sale 55, eastern Gulf of Alaska: Petroleum resource implications: U.S. Geological Survey Open-File Report 80-1089, v, 72 p., https://doi.org/10.3133/ofr801089.","productDescription":"v, 72 p.","costCenters":[],"links":[{"id":418010,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1089/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":162495,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1089/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Gulf of Alaska","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -150.23261376829967,\n 59.74077951274211\n ],\n [\n -150.23261376829967,\n 56.64599220043709\n ],\n [\n -137.8814909865443,\n 56.64599220043709\n ],\n [\n -137.8814909865443,\n 59.74077951274211\n ],\n [\n -150.23261376829967,\n 59.74077951274211\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaee4b07f02db66c851","contributors":{"authors":[{"text":"Winkler, Gary R.","contributorId":75513,"corporation":false,"usgs":true,"family":"Winkler","given":"Gary R.","affiliations":[],"preferred":false,"id":237743,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Winkler, G. R.","contributorId":17964,"corporation":false,"usgs":true,"family":"Winkler","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":237745,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Coonrad, Warren L.","contributorId":47481,"corporation":false,"usgs":true,"family":"Coonrad","given":"Warren","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":237746,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Claypool, George","contributorId":15252,"corporation":false,"usgs":true,"family":"Claypool","given":"George","affiliations":[],"preferred":false,"id":237744,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":48634,"text":"ofr80501W - 1980 - Ground-water data for Georgia, 1979","interactions":[],"lastModifiedDate":"2024-07-19T22:47:38.906006","indexId":"ofr80501W","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-501","chapter":"W","title":"Ground-water data for Georgia, 1979","docAbstract":"This report continues a publication format that annually presents both water-level and water-quality data. In this format the information is presented in two-page units: the left page presents a text which summarizes the information for an area or subject and the right page consists of one or more illustrations. Daily mean water-level fluctuations and trends are shown in hydrographs for the previous year and fluctuations of the monthly mean water level for the previous 10 years in selected observation wells in Georgia. The selected wells best illustrate the effects of changes in recharge and discharge in the various ground-water reservoirs in the State A short narrative explains fluctuations and trends in each hydrograph.
Monitoring ground-water levels is essential to the understanding of storage changes and other changes in a ground-water reservoir or aquifer. Fluctuations and long-term trends in water levels occur as a result of recharge to and discharge from the reservoir. Varying rates of recharge occur chiefly as a result of varying rates of precipitation, evapotranspiration, and surface-water infiltration into the ground-water reservoir. Discharge occurs as natural flow from the aquifer to streams and springs, direct ground-water evapotranspiration, and as manmade withdrawal from wells.
Ground-water levels have been monitored in Georgia for at least a hundred years. Most of the data gathered were used in area 1 reconnaissance studies, and published, usually as tables, with a few graphs of water-level trends. These data had limited value, especially considering the time lag between data collection and publication. With the advent of continuously monitoring recorders and computer processing of data, this information can now be presented to the user in an understandable and timely manner.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80501W","collaboration":"Prepared in cooperation with the Georgia Department of Natural Resources and the Georgia Geologic Survey","usgsCitation":"Matthews, S., Hester, W., and O’Byrne, M.P., 1980, Ground-water data for Georgia, 1979: U.S. Geological Survey Open-File Report 80-501, vi, 93 p., https://doi.org/10.3133/ofr80501W.","productDescription":"vi, 93 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":431278,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0501-w/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":172065,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0501-w/report-thumb.jpg"}],"country":"United 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P.","contributorId":19963,"corporation":false,"usgs":true,"family":"O’Byrne","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":237902,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":48635,"text":"ofr80734 - 1980 - Multiyear Low Flow Of Streams In Northeastern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:10:49","indexId":"ofr80734","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-734","title":"Multiyear Low Flow Of Streams In Northeastern Kansas","docAbstract":"Many existing water supplies in northeastern Kansas are proving inadequate to meet current and expanded future needs. One of the methods by which the use of highly variable streamflow in the area can be evaluated is with the aid of multiyear low-flow frequency information. Using data form 19 streamflow-gaging stations in the study area, maps were developed from which the mean annual discharge and discharges for the 2- and 50-year recurrence interval for durations of 12,24, 36, 48, and 60 months can be obtained for rural ungaged sites that have drainage areas of less than 1,000 square miles. Discharges for intervening recurrence intervals can be obtained by interpolation. Extrapolation of regionalized discharges in this report to drainage areas smaller than about 50 square miles and larger than about 1,000 square miles has not been validated. (USGS)","language":"ENGLISH","doi":"10.3133/ofr80734","usgsCitation":"Carswell, W.J., and Bond, S., 1980, Multiyear Low Flow Of Streams In Northeastern Kansas: U.S. Geological Survey Open-File Report 80-734, 25 p., https://doi.org/10.3133/ofr80734.","productDescription":"25 p.","costCenters":[],"links":[{"id":172066,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":94506,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://hdl.handle.net/2027/mdp.39015048192986"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b48db","contributors":{"authors":[{"text":"Carswell, W. J. Jr.","contributorId":102447,"corporation":false,"usgs":true,"family":"Carswell","given":"W.","suffix":"Jr.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237906,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bond, S.V.","contributorId":101729,"corporation":false,"usgs":true,"family":"Bond","given":"S.V.","email":"","affiliations":[],"preferred":false,"id":237905,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":13958,"text":"ofr80578 - 1980 - Hydrologic data from upper Grange Hall Creek basin, Northglenn, Adams County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:53","indexId":"ofr80578","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-578","title":"Hydrologic data from upper Grange Hall Creek basin, Northglenn, Adams County, Colorado","docAbstract":"Hydrologic data collected during 1977-79 as part of a water-resources investigation of storm runoff in Upper Grange Hall Creek basin, Adams County, Colo., are presented in this report. Data presented in tabular form consist of: (1) Estimated daily precipitation at one site (April through October, 1978 and 1979); (2) mean daily streamflow at two sites (December 1977 through September 1979); (3) instantaneous streamflow at two sites along Grange Hall Creek and corresponding cumulative rainfall at one to three sites for 17 storms (April 1, 1978, to August 26, 1979); (4) concentrations of selected major ions, fecal-coliform bacteria, suspended sediment, nutrients, and trace elements at five sites during dry-weather flow, at three sites during rainfall runoff, and at five sites during snowmelt runoff; and (5) concentrations of pesticides and polychlorinated biphenyls at two sites during dry-weather flow and rainfall runoff. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80578","usgsCitation":"Hall, D.C., and Duncan, A., 1980, Hydrologic data from upper Grange Hall Creek basin, Northglenn, Adams County, Colorado: U.S. Geological Survey Open-File Report 80-578, v, 137 p. ;28 cm., https://doi.org/10.3133/ofr80578.","productDescription":"v, 137 p. ;28 cm.","costCenters":[],"links":[{"id":94504,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://hdl.handle.net/2027/mdp.39015046045962?urlappend=%3Bseq=3"},{"id":147382,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607640","contributors":{"authors":[{"text":"Hall, Dennis C.","contributorId":95473,"corporation":false,"usgs":true,"family":"Hall","given":"Dennis","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":168698,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Duncan, A.C.","contributorId":70397,"corporation":false,"usgs":true,"family":"Duncan","given":"A.C.","email":"","affiliations":[],"preferred":false,"id":168697,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10688,"text":"ofr8073 - 1980 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Little Lick and Big Lick Creeks, Blackford and Delaware counties, Indiana","interactions":[],"lastModifiedDate":"2022-04-06T17:48:51.326652","indexId":"ofr8073","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-73","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Little Lick and Big Lick Creeks, Blackford and Delaware counties, Indiana","docAbstract":"The Indiana State Board of Health is developing a State water-quality management plan that includes establishing limits for liquid wastes discharged into Indiana streams. A digital computer model was used to predict alternatives for future waste loadings on Little Lick and Big Lick Creeks that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows.
The model parameters included atmospheric reaeration, carbonaceous and nitrogenous biochemical-oxygen demand, and benthic-oxygen demand. The model was calibrated with data collected during three water-quality surveys at low flow. Verification of the model was not possible owing to varied effluent discharge during sampling. During these surveys, in-stream dissolved-oxygen concentration averaged less than 3 milligrams per liter, well below the State minimum requirement of 5.0 milligrams per liter. The model indicated that these low concentrations were caused by high waste loadings, lack of dilution, low reaeration, and benthic-oxygen demand.
The hypothetical summer waste-assimilation study assumed that future reductions in discharge Loadings would decrease carbonaceous and benthic decay and increase nitrogenous decay. This hypothetical study indicated that projected effluent waste loads that would provide acceptable in-stream dis-solved-oxygen concentrations are highly dependent on rates of nitrification. Ammonia toxicity became the limiting water-quality criterion at low nitrification rates.
The hypothetical winter waste-assimilation study indicated that projected dissolved-oxygen concentrations in Little Lick and Big Lick Creeks did not fall below the State standard. Owing to a lack of dilution, however, ammonia-nitrogen concentrations would violate in-stream toxicity standards in both Little Lick and Big Lick Creeks. In order to quantify the results of the waste-assimilation study, it would be necessary to collect additional stream data.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8073","collaboration":"Prepared in cooperation with the Indiana State Board of Health","usgsCitation":"Peters, J.G., Crawford, C.G., and Wilber, W.G., 1980, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Little Lick and Big Lick Creeks, Blackford and Delaware counties, Indiana: U.S. Geological Survey Open-File Report 80-73, ix, 102 p., https://doi.org/10.3133/ofr8073.","productDescription":"ix, 102 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":144253,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0073/report-thumb.jpg"},{"id":398235,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0073/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Blackford County, Delaware County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.4453,40.567],[-85.3327,40.5674],[-85.2208,40.5677],[-85.2008,40.5679],[-85.2012,40.4804],[-85.2066,40.4804],[-85.2073,40.3789],[-85.2091,40.3793],[-85.2205,40.379],[-85.2182,40.3073],[-85.2168,40.2198],[-85.2165,40.135],[-85.2157,40.0765],[-85.5763,40.0769],[-85.5784,40.3794],[-85.4451,40.3792],[-85.4448,40.3933],[-85.4454,40.4799],[-85.4453,40.567]]]},\"properties\":{\"name\":\"Blackford\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ab901","contributors":{"authors":[{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":161803,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":161802,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wilber, William G. wgwilber@usgs.gov","contributorId":297,"corporation":false,"usgs":true,"family":"Wilber","given":"William","email":"wgwilber@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":161801,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":12324,"text":"ofr80558 - 1980 - Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well-Atlantic OCS, lease block 427 (Jacksonville NH-17-5)","interactions":[{"subject":{"id":12324,"text":"ofr80558 - 1980 - Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well-Atlantic OCS, lease block 427 (Jacksonville NH-17-5)","indexId":"ofr80558","publicationYear":"1980","noYear":false,"title":"Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well-Atlantic OCS, lease block 427 (Jacksonville NH-17-5)"},"predicate":"SUPERSEDED_BY","object":{"id":250,"text":"wsp2180 - 1982 - Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well--Atlantic OCS, lease-block 427 (Jacksonville NH 17-5)","indexId":"wsp2180","publicationYear":"1982","noYear":false,"title":"Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well--Atlantic OCS, lease-block 427 (Jacksonville NH 17-5)"},"id":1}],"supersededBy":{"id":250,"text":"wsp2180 - 1982 - Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well--Atlantic OCS, lease-block 427 (Jacksonville NH 17-5)","indexId":"wsp2180","publicationYear":"1982","noYear":false,"title":"Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well--Atlantic OCS, lease-block 427 (Jacksonville NH 17-5)"},"lastModifiedDate":"2022-08-01T21:42:32.708675","indexId":"ofr80558","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-558","title":"Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well-Atlantic OCS, lease block 427 (Jacksonville NH-17-5)","docAbstract":"A summary of hydrologic testing in an offshore oil-test well drilled for Tenneco, Inc. 55 miles east of Fernandina Beach, Florida, is presented. The interval tested (1,050 to 1,070 feet below sea level) is in a calcarenite that is equivalent to the Ocala Limestone (late Eocene) of onshore Florida and South Georgia. At this site the Ocala forms the highly productive Tertiary limestone aquifer system of the southeastern United States. Pressure-head measurements indicate an equivalent freshwater head of 24 to 29 feet above sea level. These pressure-head measurements and an earlier one made in the nearby JOIDES J-1 hole are the only hydraulic head determinations to date in the offshore extensions of any of the aquifers underlying the Atlantic coastal plain.
A drill-stem test recovered water samples containing about 7,000 milligrams per liter chloride. However, seawater used in the drilling process apparently contaminated the samples and the formation water is considered slightly fresher.
The head and salinity data from the Tenneco well suggest that the sampled interval lies in the transition zone between fresh and seawater in the limestone aquifer. These data, when viewed with similar data from JOIDES J-1, show the transition zone to slope very slightly landward. Heads at both wells are compatible with the onshore flow system as it existed prior to development.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80558","usgsCitation":"Johnston, R.H., Bush, P.W., Krause, R.E., Miller, J.A., and Sprinkle, C.L., 1980, Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well-Atlantic OCS, lease block 427 (Jacksonville NH-17-5): U.S. Geological Survey Open-File Report 80-558, Report: v, 22 p.; 1 Plate: 54.84 x 8.07 inches, https://doi.org/10.3133/ofr80558.","productDescription":"Report: v, 22 p.; 1 Plate: 54.84 x 8.07 inches","costCenters":[],"links":[{"id":404614,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0558/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144719,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0558/report-thumb.jpg"},{"id":404615,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0558/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.52130126953125,\n 30.596547664210643\n ],\n [\n -81.34414672851562,\n 30.596547664210643\n ],\n [\n -81.34414672851562,\n 30.717045911671004\n ],\n [\n -81.52130126953125,\n 30.717045911671004\n ],\n [\n -81.52130126953125,\n 30.596547664210643\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69912e","contributors":{"authors":[{"text":"Johnston, Richard H.","contributorId":95860,"corporation":false,"usgs":true,"family":"Johnston","given":"Richard","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":165902,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bush, Peter W.","contributorId":57820,"corporation":false,"usgs":true,"family":"Bush","given":"Peter","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":165899,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Krause, Richard E.","contributorId":40185,"corporation":false,"usgs":true,"family":"Krause","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":165900,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, James A.","contributorId":49772,"corporation":false,"usgs":true,"family":"Miller","given":"James","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":165901,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Sprinkle, Craig L.","contributorId":41802,"corporation":false,"usgs":true,"family":"Sprinkle","given":"Craig","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":165898,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":11713,"text":"ofr80158 - 1980 - Water quality of Bear Creek basin, Jackson County, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T09:26:10","indexId":"ofr80158","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-158","title":"Water quality of Bear Creek basin, Jackson County, Oregon","docAbstract":"Water-quality data identify surface-water-quality problems in Bear Creek basin, Jackson County, Oreg., where possible, their causes or sources. Irrigation and return-flow data show pastures are sources of fecal coliform and fecal streptococci bacteria and sinks for suspended sediment and nitrite-plus-nitrate nitrogen. Bear Creek and its tributaries have dissolved oxygen and pH values that do not meet State standards. Forty to 50% of the fecal coliform and fecal streptococci concentrations were higher than 1,000 bacteria colonies per 100 milliliters during the irrigation season in the lower two-thirds of the basin. During the irrigation season, suspended-sediment concentrations, average 35 milligrams per liter, were double those for the nonirrigation season. The Ashland sewage-treatment plant is a major source of nitrite plus nitrate, ammonia, and Kjeldahl nitrogen, and orthophosphate in Bear Creek. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80158","usgsCitation":"Wittenberg, L.A., and McKenzie, S.W., 1980, Water quality of Bear Creek basin, Jackson County, Oregon: U.S. Geological Survey Open-File Report 80-158, viii, 130 p. ill., maps (1 fold. in pocket) ;27 cm., https://doi.org/10.3133/ofr80158.","productDescription":"viii, 130 p. ill., maps (1 fold. in pocket) ;27 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":143895,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0158/report-thumb.jpg"},{"id":39599,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0158/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39600,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0158/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39601,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0158/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49cae4b07f02db5d7b96","contributors":{"authors":[{"text":"Wittenberg, Loren A.","contributorId":93914,"corporation":false,"usgs":true,"family":"Wittenberg","given":"Loren","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":163610,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McKenzie, Stuart W.","contributorId":27841,"corporation":false,"usgs":true,"family":"McKenzie","given":"Stuart","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":163609,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":55169,"text":"wdrHI781 - 1979 - Water resources data for Hawaii and other Pacific areas, water year 1978: Volume 1. Hawaii","interactions":[],"lastModifiedDate":"2025-12-04T14:45:41.691258","indexId":"wdrHI781","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"HI-78-1","title":"Water resources data for Hawaii and other Pacific areas, water year 1978: Volume 1. Hawaii","docAbstract":"Volume 1 of water resources data for the 1978 water year for Hawaii and other Pacific Areas consist of records of stage, discharge, and water quality of streams; and water levels and water quality in wells and springs. This report contains discharge records for 114 gaging stations; water quality for 11 gaging stations, 98 partial-record flow stations, and 182 wells; and water levels for 25 observation wells. Also included are 106 crest-stage partial-record stations and 18 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, Federal, and other agencies in Hawaii.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI781","collaboration":"Prepared in cooperation with the State of Hawaii and with agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1979, Water resources data for Hawaii and other Pacific areas, water year 1978: Volume 1. 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7214","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532272,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10283,"text":"ofr791569 - 1979 - Investigations needed to stimulate the development of Jordan's mineral resources","interactions":[],"lastModifiedDate":"2014-05-23T15:50:06","indexId":"ofr791569","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1569","title":"Investigations needed to stimulate the development of Jordan's mineral resources","docAbstract":"The level of living that any society can attain is a direct function of the use it makes of all kinds of raw materials (soil, water, metals, nonmetals, etc.), all kinds of energy (both animate and inanimate), and all kinds of human ingenuity; and is an inverse function of the size of the population that must share the collective product. The relation between raw materials, energy and ingenuity is such that use of a large amount of one may offset the need for large amounts of others. The most vital raw materials are water, soil, and construction materials, for these are needed in large quantities and are hard to import. Metals, chemicals, and inanimate energy are necessary for industrialization. The more of these minerals a nation possess, the better, but not nation can hope to be self-sufficient in all of the m and therefore must trade for some essential materials.
\nJordan’s natural resources have been little explored. The grantitc-metamorphic terrane in the southeastern part of the Kingdom could contain deposits of tungsten, rare earths, feldspar, mica, fluorite etc. and the sedimentary terrane over much of the rest of the county is favorable for the occurrence of oil. Even if none of these minerals is found, however, Jordan’s other mineral resource, if fully explored and developed in the light of modern technology, will support a far higher level of living than her people now enjoy. Very likely she can increase her rainfall by about 10 percent by cloud seeding, and she undeveloped supplies in both surface and ground water that are sufficient to nearly double her usable water supply. Even if she does not have oil or have it in large quantities, she can buy it cheaply from neighboring counties, and in addition has undeveloped sources of hydroelectric power, large reserves of bituminous limestone, large reserves of nuclear power as uranium in phosphate rock, and can use solar and wind power for special purposes. Her large supplies of construction, fertilizer, and other chemical raw materials will not only satisfy her own needs, but will yield both raw materials and some manufactured products for export. And she has valuable resource of touristic interest in the form of incomparable scenery, antiquities, and holy places, which, if properly advertised, could well become her largest single source of foreign currency. Revenues obtained from this source and from the export of agricultural products, nonmetallic minerals, and mineral products should support foreign oil purchase of oil, machinery, and other products not mined or produced internally.
\nFull development of Jordan’s economic potential will take years to achieve and involves many complex activities. One of the most essential is one that can be pressed in the early years, namely the gathering of facts and basic data concerning the character, extent, and distribution of her resources, and the uses that can be made of them. Without each fundamental data or the understanding of their meaning or the ways to use and apply them, costly developmental projects and similar efforts to raise the level of living are likely to have limited success at best.
\nBasic data and mineral resources are best gathered and published by permanent government agencies, for private organizations and individual cannot afford to take the risks involved in gathering data that may not have an immediate economic return; and even if private parties do collect such data they are not likely to make them general available.
\nOf the activities needed in the field of mineral resources, some are already underway as the established function of government agencies. No bureau however, seems to have responsibility for making geologic maps and for gathering data on such things as steam flow, composition and properties of minerals and rocks, or for investigating the uses to which Jordan’s minerals might be put. To satisfy these needs, a Geological Survey and a Bureau of Mineral Industries should be formed and placed in operation as quickly as possible.
\nThe task of collecting and interpreting basic data or mineral resources must be done largely by Jordanians, for only in this way will Jordan acquire the technical competence needed to use the information. Few Jordanians have enough training or experience to work independently in these fields now, however, so help from outside technicians would be necessary over an initial training period of several years. But the number of outside technicians should never exceed the number of Jordanian technicians, and for this reason, neither organization could have a staff of more than a few people during the early years of operation.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791569","collaboration":"Prepared under the auspices of the Government of Jordan and the International Cooperation Administration U.S. Department of State","usgsCitation":"McKelvey, V., 1979, Investigations needed to stimulate the development of Jordan's mineral resources: U.S. Geological Survey Open-File Report 79-1569, Report: iii, 164 p.; 1 Plate: 10.46 x 5.13 inches, https://doi.org/10.3133/ofr791569.","productDescription":"Report: iii, 164 p.; 1 Plate: 10.46 x 5.13 inches","numberOfPages":"173","costCenters":[],"links":[{"id":143390,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1569/report-thumb.jpg"},{"id":275694,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1569/report.pdf"},{"id":275695,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1569/plate-1.pdf"}],"country":"Jordan","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 34.9583,29.185 ], [ 34.9583,33.3747 ], [ 39.3012,33.3747 ], [ 39.3012,29.185 ], [ 34.9583,29.185 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667597","contributors":{"authors":[{"text":"McKelvey, V.E.","contributorId":85161,"corporation":false,"usgs":true,"family":"McKelvey","given":"V.E.","email":"","affiliations":[],"preferred":false,"id":161134,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68505,"text":"ha597 - 1979 - Backwater at bridges and densely wooded flood plains, Thompson Creek near Clara, Mississippi","interactions":[],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ha597","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"597","title":"Backwater at bridges and densely wooded flood plains, Thompson Creek near Clara, Mississippi","docAbstract":"Floodflow data that will provide a base for evaluating digital models relating to open-channel flow were obtained at 22 sites on streams in Alabama, Louisiana, and Mississippi. Thirty-five floods were measured. Analysis of the data indicated methods currently in use would be inaccurate where densely vegetated flood plains are crossed by highway embankments and single-opening bridges. This atlas presents flood information at the site on Thompson Creek near Clara, MS: Water depths, velocities, and discharges through bridge openings on Thompson Creek near Clara, MS, for flood of March 3, 1971, are shown, together with peak water-surface elevations along embankments and along cross sections. Manning 's roughness coefficient values in different parts of the flood plain are shown on maps, and flood-frequency relations are shown on a graph. (USGS).","language":"ENGLISH","doi":"10.3133/ha597","usgsCitation":"Colson, B., Ming, C.O., and Arcement, G.J., 1979, Backwater at bridges and densely wooded flood plains, Thompson Creek near Clara, Mississippi: U.S. Geological Survey Hydrologic Atlas 597, 2 maps :col. ;on 2 sheets 70 x 108 cm. and 49 x 104 cm., https://doi.org/10.3133/ha597.","productDescription":"2 maps :col. ;on 2 sheets 70 x 108 cm. and 49 x 104 cm.","costCenters":[],"links":[{"id":186065,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90080,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/597/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90081,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/597/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90082,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/597/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.86749999999999,31.534166666666668 ], [ -88.86749999999999,31.583333333333332 ], [ -85.85083333333333,31.583333333333332 ], [ -85.85083333333333,31.534166666666668 ], [ -88.86749999999999,31.534166666666668 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679e4c","contributors":{"authors":[{"text":"Colson, B.E.","contributorId":71546,"corporation":false,"usgs":true,"family":"Colson","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":278347,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ming, C. O.","contributorId":9266,"corporation":false,"usgs":true,"family":"Ming","given":"C.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":278346,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Arcement, George J. garcemen@usgs.gov","contributorId":3101,"corporation":false,"usgs":true,"family":"Arcement","given":"George","email":"garcemen@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":278345,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":55801,"text":"wdrNJ781 - 1979 - Water-resources data for New Jersey, water year 1978, Volume 1. Atlantic Slope Basins, Hudson River to Cape May","interactions":[],"lastModifiedDate":"2025-04-22T13:45:51.387076","indexId":"wdrNJ781","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"NJ-78-1","title":"Water-resources data for New Jersey, water year 1978, Volume 1. Atlantic Slope Basins, Hudson River to Cape May","docAbstract":"Water resources data for the 1978 water year for New Jersey consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality in wells and springs. This volume of the report contains discharge records for 72 gaging stations; tide summaries for 7 stations; stage and contents for 15 lakes and reservoirs; water quality for 39 gaging stations, 154 partial-record stations, and 185 wells; and water levels for 18 observation wells. Also included are 45 crest-stage partial-record stations and 38 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by U.S. Geological Survey and cooperating State and Federal agencies in New Jersey.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNJ781","collaboration":"Prepared in cooperation with the New Jersey Department of Environmental Protection and with other agencies.","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1979, Water-resources data for New Jersey, water year 1978, Volume 1. Atlantic Slope Basins, Hudson River to Cape May: U.S. Geological Survey Water Data Report NJ-78-1, ix, 558 p., https://doi.org/10.3133/wdrNJ781.","productDescription":"ix, 558 p.","costCenters":[],"links":[{"id":181232,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1978/nj-78-1/report-thumb.jpg"},{"id":374771,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1978/nj-78-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New 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Jersey\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9dc7","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532397,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8246,"text":"ofr791297 - 1979 - Summary of hydrologic data for Tampa Bypass Canal System, July 1974 to September 1976","interactions":[],"lastModifiedDate":"2024-03-11T18:22:11.183644","indexId":"ofr791297","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1297","title":"Summary of hydrologic data for Tampa Bypass Canal System, July 1974 to September 1976","docAbstract":"The Tampa Bypass Canal is part of a flood-control project east of the city of Tampa under construction by the U.S. Army Corps of Engineers. It will divert floodwater from the Hillsborough River at points upstream from Tampa through a canal system to McKay Bay. The U.S. Geological Survey began a hydrologic data program in 1974 to provide data needed to identify existing hydrologic conditions and to evaluate the effects of canal construction. A network of surface-water and ground-water sites was designed to monitor changes in nutrients, trace metals, major inorganic constituents, pesticides, and benthic invertebrates along the canal system; to monitor changes in trace elements, common constituents, nitrates, specific conductance, and chlorides in the Floridan aquifer; and to monitor changes in the potentiometric surface of the Floridan aquifer.
In 1974-75, the monitoring program consisted of drilling 12 monitor wells and initiation of the surface-water sampling program. In 1976, the program consisted of drilling five additional wells, continuation of the surface-water sampling, initiation of ground-water sampling program, and monitoring of discharge from springs.
Water-quality data for nine surface-water sites in the basin were collected at each of the control structure sites, in the tidal portion of the canal, and at each of the major tributaries to the canal system.
Fifteen ground-water sites were sampled annually to provide information on ground-water quality. Ten wells were sampled semiannually for dissolved chloride concentrations to provide information on the freshwater-saltwater interface. Ground-water levels were collected at 34 wells in the areas adjacent to the canal to monitor changes in the potentiometric surface in the Floridan aquifer.
Discharge measurements from springs along the canal system were made in 1969-73 and 1976 to provide data on the quantity of ground water entering the canal. A daily discharge station was operated at structure S-160 to determine quantity of water flowing from the canal system into the bay.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791297","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Causseaux, K.W., and Rollins, H., 1979, Summary of hydrologic data for Tampa Bypass Canal System, July 1974 to September 1976: U.S. Geological Survey Open-File Report 79-1297, iv, 74 p., https://doi.org/10.3133/ofr791297.","productDescription":"iv, 74 p.","costCenters":[],"links":[{"id":426506,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1297/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142058,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1297/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Tampa","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.60182943316552,\n 28.08882190162491\n ],\n [\n -82.60182943316552,\n 27.846197307615455\n ],\n [\n -82.36560217558342,\n 27.846197307615455\n ],\n [\n -82.36560217558342,\n 28.08882190162491\n ],\n [\n -82.60182943316552,\n 28.08882190162491\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699069","contributors":{"authors":[{"text":"Causseaux, Kennedy W.","contributorId":60644,"corporation":false,"usgs":true,"family":"Causseaux","given":"Kennedy","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":157414,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rollins, H.C.","contributorId":102885,"corporation":false,"usgs":true,"family":"Rollins","given":"H.C.","email":"","affiliations":[],"preferred":false,"id":157415,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30520,"text":"wri7978 - 1979 - Sediment discharge in the Santa Clara River Basin, Ventura and Los Angeles Counties, California","interactions":[],"lastModifiedDate":"2020-11-02T17:02:02.031659","indexId":"wri7978","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-78","title":"Sediment discharge in the Santa Clara River Basin, Ventura and Los Angeles Counties, California","docAbstract":"Sediment data collected in the Santa Clara River basin during the 1967-75 water years were analyzed to determine the particle size and quantity of sediment transported past three gaging stations. The total sediment discharge of the basin, computed from records of Santa Clara River at Montalvo for water years 1968-75, was 63 . 5 million tons, of which 59.5 million tons was carried in suspension and an estimated 4 million tons was transported as unsampled sediment discharge. About 17. 7 million tons, or 28 percent of the total sediment discharge, was coarse sediment (particles larger than O. 062 millimeter).
Most of the sediment was transported during only a few days of floodflow each year. During the 1968-75 water years, approximately 55 percent of the total sediment was transported in 2 days and 92 percent was transported in 53 days.
The long-term (1928-75) average annual sediment discharge of the Santa Clara River at Montalvo is estimated at 3.67 million tons. Of that quantity, 2.58 million tons consisted of fine sediment and 1.09 million tons consisted of coarse sediment.
A sediment budget for the Santa Clara River basin was estimated for sediment discharges under both natural and actual conditions. The major difference between natural and actual sediment discharges of the Santa Clara River basin is the sediment intercepted upstream from Lake Piru. The combined trap efficiency of Lake Piru and Pyramid Lake approaches 100 percent. Sediment deposited in these reservoirs resulted in about a 6-percent reduction of sediment to the Santa Clara River basin during the historical period (1928-75) and a 12-percent reduction during the period most affected by dams (1953-75). Sediment losses to the basin by gravel mining, diversion of flows, and interception of sediment in the Castaic Creek basin resulted in additional reductions of 2 percent during the period 1928-75 and 4 percent during the period 1953-75.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7978","collaboration":"Prepared in cooperation with Ventura County Flood Control District, United Water Conservation District, and California Department of Boating and Waterways","usgsCitation":"Williams, R.P., 1979, Sediment discharge in the Santa Clara River Basin, Ventura and Los Angeles Counties, California: U.S. Geological Survey Water-Resources Investigations Report 79-78, v, 51 p., https://doi.org/10.3133/wri7978.","productDescription":"v, 51 p.","costCenters":[],"links":[{"id":159680,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0078/report-thumb.jpg"},{"id":380046,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Los Angeles County, Ventura County","otherGeospatial":"Santa Clara River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.34997558593749,\n 34.18226973974575\n ],\n [\n -118.15521240234376,\n 34.18226973974575\n ],\n [\n -118.15521240234376,\n 34.73484137177769\n ],\n [\n -119.34997558593749,\n 34.73484137177769\n ],\n [\n -119.34997558593749,\n 34.18226973974575\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e486be4b07f02db50a9e6","contributors":{"authors":[{"text":"Williams, Rhea P.","contributorId":87114,"corporation":false,"usgs":true,"family":"Williams","given":"Rhea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":203391,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30373,"text":"wri7988 - 1979 - Nonpoint-source discharges in Pequea Creek Basin, Pennsylvania, 1977","interactions":[],"lastModifiedDate":"2017-06-07T12:28:12","indexId":"wri7988","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-88","title":"Nonpoint-source discharges in Pequea Creek Basin, Pennsylvania, 1977","docAbstract":"A study of Pequea Creek included measurement of streamflow and collection of water and bottom-material samples during selected base-flow and storm periods from February to December 1977. Samples were analyzed for nitrogen and phosphorus species, suspended sediment, organic carbon, and pesticides. Daily mean constituent concentrations and discharges transported from the basin were computed for a gaging station near the mouth. Intermittent constituent mean concentrations and discharges were computed for storms at the six subbasin sites.
\nThe objective of this project was to assess the magnitudes and types of nonpoint discharges that affect the water quality of Pequea Creek. The project included the determination of (1) the total discharges of suspended sediment, nitrogen, and phosphorus from the basin; (2) intermittent storm and base-flow discharges from six subbasin sites of varying size, geology, and land use; (3) the difference in magnitudes of the discharges during base-flow periods and storms; and (4) which variables most affect the transport of these constituents.
\nThe yields measured from the Pequea Creek basin for the period February to December 1977 were among the highest measured in the lower Susquehanna River basin. Some preliminary relations between constituents were examined using linear regression techniques on all of the data for each site. Direct runoff transported the majority of the suspended sediment, total phosphorus, and suspended organic carbon from the basin; the other constituents were transported mainly during base flow. (USGS).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7988","usgsCitation":"Ward, J.R., and Eckhardt, D.A., 1979, Nonpoint-source discharges in Pequea Creek Basin, Pennsylvania, 1977: U.S. Geological Survey Water-Resources Investigations Report 79-88, v, 110 p., https://doi.org/10.3133/wri7988.","productDescription":"v, 110 p.","numberOfPages":"119","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":159694,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/WRI7988.jpg"},{"id":320774,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0088/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Pequea Creek Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.60354614257812,\n 39.53158493558717\n ],\n [\n -76.60354614257812,\n 40.142139942215415\n ],\n [\n -75.83862304687499,\n 40.142139942215415\n ],\n [\n -75.83862304687499,\n 39.53158493558717\n ],\n [\n -76.60354614257812,\n 39.53158493558717\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6991d5","contributors":{"authors":[{"text":"Ward, Janice R.","contributorId":79930,"corporation":false,"usgs":true,"family":"Ward","given":"Janice","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203146,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eckhardt, David A. daeckhar@usgs.gov","contributorId":1079,"corporation":false,"usgs":true,"family":"Eckhardt","given":"David","email":"daeckhar@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":203145,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30239,"text":"wri78102 - 1979 - Streamflow simulation studies of the Hillsborough, Alafia, and Anclote Rivers, west-central Florida","interactions":[],"lastModifiedDate":"2020-11-10T16:55:37.052106","indexId":"wri78102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-102","title":"Streamflow simulation studies of the Hillsborough, Alafia, and Anclote Rivers, west-central Florida","docAbstract":"A modified version of the Georgia Tech Watershed Model was applied for the purpose of flow simulation in three large river basins of west-central Florida. The model was calibrated for six streamflow stations located in these basins using 4 years of historical and current rainfall, runoff, and estimated evapotranspiration data. Watersheds modeled range in size from about 70 to 650 square miles.
Calibrations were evaluated by comparing the following synthesized and observed data: annual hydrographs for the 1959, 1960, 1973 and 1974 water years, flood hydrographs (maximum daily discharge and flood volume), and long-term annual flood-peak discharges (1950-72).
Annual hydrographs, excluding the 1973 water year, were compared using average absolute error in annual runoff and daily flows and correlation coefficients of monthly and daily flows. For stations used in the study, average absolute errors in simulated runoff range from 9 to 21 percent and errors in daily flows range from 48 to 71 percent. Correlation coefficients for monthly flows range from 0.81 to 0.95 and correlation coefficients for daily flows range from 0.68 to 0.87.
Correlation coefficients for simulated and observed maximum daily discharges and flood volumes used for calibration range from 0.91 to 0.98 and average standard errors of estimate range from 18 to 45 percent. Cor-relation coefficients for simulated and observed annual flood-peak dis-charges range from 0.60 to 0.74 and average standard errors of estimate range from 33 to 44 percent. The number of flood events used for calibration varies for each streamflow station, but range from 6 to 18. The number of annual flood-peak discharges used also vary but average about 20 for each station.
On the basis of these results, it is concluded that flood calibrations have been achieved for stations used in this study; however, because of data limitations, calibrations and prediction errors cannot be completely verified until additional rainfall, runoff, and evapotranspiration data become available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78102","usgsCitation":"Turner, J., 1979, Streamflow simulation studies of the Hillsborough, Alafia, and Anclote Rivers, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-102, v, 161 p., https://doi.org/10.3133/wri78102.","productDescription":"v, 161 p.","costCenters":[],"links":[{"id":380342,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0102/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0102/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Hillsborough, Alafia, and Anclote Rivers","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.81356811523438,\n 27.668934069896217\n ],\n [\n -81.69296264648438,\n 27.668934069896217\n ],\n [\n -81.69296264648438,\n 28.352733760237818\n ],\n [\n -82.81356811523438,\n 28.352733760237818\n ],\n [\n -82.81356811523438,\n 27.668934069896217\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d67","contributors":{"authors":[{"text":"Turner, J.F. Jr.","contributorId":88399,"corporation":false,"usgs":true,"family":"Turner","given":"J.F.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":202915,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28950,"text":"wri78119 - 1979 - Application of transient-flow model to the Sacramento River at Sacramento, California","interactions":[],"lastModifiedDate":"2013-08-12T12:16:39","indexId":"wri78119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-119","title":"Application of transient-flow model to the Sacramento River at Sacramento, California","docAbstract":"The transient-flow simulation model was applied to the Sacramento River at Sacramento, Calif. An alternative is needed to the empirical stage-fall-discharge computational method, which provides only daily mean discharges and requires frequent measurement over a 25- to 26-hour period of the tide-affected flow. Measurement of tide-affected flow involves use of a cable suspended across the river; this presents a hazardous navigational condition. Use of the model does not eliminate the hazardous navigational problem, but it significantly reduces the time that this condition exists. The model has demonstrated that it can provide reliable daily mean as well as instantaneous discharge data. The model also has the capability of providing discharge data for locations farther downstream in the tidal zone from the Sacramento stream gage; this is not possible with the stage-fall-discharge computational method. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri78119","usgsCitation":"Oltmann, R., 1979, Application of transient-flow model to the Sacramento River at Sacramento, California: U.S. Geological Survey Water-Resources Investigations Report 78-119, iv, 23 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri78119.","productDescription":"iv, 23 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":158476,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0119/report-thumb.jpg"},{"id":276467,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0119/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a578","contributors":{"authors":[{"text":"Oltmann, R.N.","contributorId":69164,"corporation":false,"usgs":true,"family":"Oltmann","given":"R.N.","email":"","affiliations":[],"preferred":false,"id":200669,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28502,"text":"wri78112 - 1979 - Water resources of the Port Madison Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2019-05-14T13:41:25","indexId":"wri78112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-112","title":"Water resources of the Port Madison Indian Reservation, Washington","docAbstract":"The study summarized in this report was made to provide Suquamish Tribal leaders with information on the reservation's surface- and ground-water resources. The Tribal leaders need this information to help them manage and protect their water resources against overdevelopment. The quantity of ground water that is estimated to be available for withdrawal on a long-term basis is about 600 million gallons per year in the western part of the reservation and 400 million gallons per year in the eastern part of the reservation. It should be possible, economically and practically, to capture at least 40 percent of this ground water with properly constructed and located wells before it is discharged into the sea. This is enough water to supply at least 5,000 and 3,500 people with domestic water in these respective areas—about four times the present population.
Of nine stream sites that were studied on and near the reservation, the lowest average streamflows for a 7-day period estimated to occur an average of once in 2 years were 1.3 cubic feet per second or less. Streams at three of the sites have been observed dry at least once. The short period of data collection during this study limits the accuracy of statistical estimates of low flows.
Both surface and ground water were found to be of good quality with no unusual or harmful constituents; there was no evidence of major pollution in 1977. In the future, seawater intrusion into the ground-water system and pollution of the surface water by improperly treated sewage waste water could become problems.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78112","collaboration":"Prepared in cooperation with Suquamish Tribal Council","usgsCitation":"Lum, W.E., 1979, Water resources of the Port Madison Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 78-112, Report: vi, 73 p.; 1 Plate: 22.45 x 21.71 inches, https://doi.org/10.3133/wri78112.","productDescription":"Report: vi, 73 p.; 1 Plate: 22.45 x 21.71 inches","costCenters":[],"links":[{"id":363782,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0112/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363783,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0112/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159614,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0112/report-thumb.jpg"}],"datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Washington","otherGeospatial":"Port Madison Indian Reservation","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.625,\n 47.70694444\n ],\n [\n -122.45833333,\n 47.70694444\n ],\n [\n -122.45833333,\n 47.79166667\n ],\n [\n -122.625,\n 47.79166667\n ],\n [\n -122.625,\n 47.70694444\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602b58","contributors":{"authors":[{"text":"Lum, W. E. II","contributorId":81504,"corporation":false,"usgs":true,"family":"Lum","given":"W.","suffix":"II","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199921,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11046,"text":"ofr79347 - 1979 - Selected streamflow data for the Delaware River basin","interactions":[],"lastModifiedDate":"2023-03-03T21:01:42.371672","indexId":"ofr79347","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-347","title":"Selected streamflow data for the Delaware River basin","docAbstract":"Selected streamflow data for the Delaware River basin are given in this report. Runoff-precipitation data covering the period 1941-70 are compiled for 28 selected subbasins. Low-flow frequency curves for four main-stem Delaware River sites are also given. For Delaware River at Montague and Trenton, New Jersey, monthly comparative duration curves and 20-year hydrographs are presented in this report. Finally, flow-duration tables based on observed daily streamflow for gaging stations near 21 proposed dam sites in the Delaware River basin are given.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79347","collaboration":"Prepared in cooperation with the Delaware River Basin Commission","usgsCitation":"Schopp, R.D., and Gillespie, B.D., 1979, Selected streamflow data for the Delaware River basin: U.S. Geological Survey Open-File Report 79-347, iv, 16 p., https://doi.org/10.3133/ofr79347.","productDescription":"iv, 16 p.","costCenters":[],"links":[{"id":413683,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0347/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142621,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0347/report-thumb.jpg"}],"country":"United States","state":"Delaware, New Jersey, New York, Pennsylvania","otherGeospatial":"Delaware River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.080078125,\n 40.622291783092706\n ],\n [\n -76.86035156249999,\n 39.317300373271024\n ],\n [\n -75.69580078125,\n 38.436379603\n ],\n [\n -75.08056640625,\n 38.40194908237822\n ],\n [\n -74.454345703125,\n 38.71980474264237\n ],\n [\n -73.927001953125,\n 40.16208338164617\n ],\n [\n -74.00390625,\n 41.409775832009565\n ],\n [\n -74.50927734375,\n 42.00032514831621\n ],\n [\n -75.289306640625,\n 41.934976500546604\n ],\n [\n -76.058349609375,\n 41.46742831254425\n ],\n [\n -77.080078125,\n 40.622291783092706\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e6368","contributors":{"authors":[{"text":"Schopp, Robert D.","contributorId":10426,"corporation":false,"usgs":true,"family":"Schopp","given":"Robert","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":162434,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gillespie, Brian D.","contributorId":87948,"corporation":false,"usgs":true,"family":"Gillespie","given":"Brian","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":162435,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":7887,"text":"ofr791480 - 1979 - A plan to study the aquifer system of the Central Valley of California","interactions":[],"lastModifiedDate":"2019-08-29T10:41:07","indexId":"ofr791480","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1480","title":"A plan to study the aquifer system of the Central Valley of California","docAbstract":"Unconsolidated Quaternary alluvial deposits comprise a large complex aquifer system in the Central Valley of California. Millions of acre-feet of water is pumped from the system annually to support a large and expanding agribusiness industry. Since the 1950's, water levels have been steadily declining in many areas of the valley and concern has been expressed about the ability of the entire ground-water system to support agribusiness at current levels, not to mention its ability to function at projected expansion levels. At current levels of ground-water use, an estimated 1.5 to 2 million acre-feet is withdrawn from storage each year; that is, 1.5 to 2 million acre-feet of water is pumped annually in excess of annual replenishment. The U.S. Geological Survey has initiated a 4-year study to develop geologic, hydrologic, and hydraulic information and to establish a valleywide ground-water data base that will be used to build computer models of the ground-water flow system. Subsequently, these models may be used to evaluate the system response to various ground-water management alternatives. This report describes current problems, objectives of the study, and outlines the general work to be accomplished in the study area. A bibliography of about 600 references is included. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr791480","usgsCitation":"Bertoldi, G.L., 1979, A plan to study the aquifer system of the Central Valley of California: U.S. Geological Survey Open-File Report 79-1480, iii, 48 p. , https://doi.org/10.3133/ofr791480.","productDescription":"iii, 48 p. ","costCenters":[],"links":[{"id":140023,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1480/report-thumb.jpg"},{"id":367081,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1480/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Central Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab746","contributors":{"authors":[{"text":"Bertoldi, Gilbert L.","contributorId":60208,"corporation":false,"usgs":true,"family":"Bertoldi","given":"Gilbert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":156788,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3680,"text":"cir782 - 1979 - A methodology for post-EIS (environmental impact statement) monitoring","interactions":[],"lastModifiedDate":"2013-07-29T13:27:03","indexId":"cir782","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"782","title":"A methodology for post-EIS (environmental impact statement) monitoring","docAbstract":"A methodology for monitoring the impacts predicted in environmental impact statements (EIS's) was developed using the EIS on phosphate development in southeastern Idaho as a case study. A monitoring system based on this methodology: (1) coordinates a comprehensive, intergovernmental monitoring effort; (2) documents the major impacts that result, thereby improving the accuracy of impact predictions in future EIS's; (3) helps agencies control impacts by warning them when critical impact levels are reached and by providing feedback on the success of mitigating measures; and (4) limits monitoring data to the essential information that agencies need to carry out their regulatory and environmental protection responsibilities. The methodology is presented as flow charts accompanied by tables that describe the objectives, tasks, and products for each work element in the flow chart.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/cir782","usgsCitation":"Marcus, L.G., 1979, A methodology for post-EIS (environmental impact statement) monitoring: U.S. Geological Survey Circular 782, iv, 41 p., https://doi.org/10.3133/cir782.","productDescription":"iv, 41 p.","numberOfPages":"46","costCenters":[],"links":[{"id":117597,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/0782/report-thumb.jpg"},{"id":30729,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/0782/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae1ef","contributors":{"authors":[{"text":"Marcus, Linda Graves","contributorId":77916,"corporation":false,"usgs":true,"family":"Marcus","given":"Linda","email":"","middleInitial":"Graves","affiliations":[],"preferred":false,"id":147399,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11310,"text":"ofr791274 - 1979 - Low-flow characteristics of streams in the Pecatonica-Sugar River basin, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T15:45:47","indexId":"ofr791274","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1274","chapter":"Pecatonica River, Sugar River","title":"Low-flow characteristics of streams in the Pecatonica-Sugar River basin, Wisconsin","docAbstract":"The purpose of this report is to describe low-flow characteristics of streams in the Pecatonica-Sugar River basin, Wisconsin, where streamflow data have been collected, and to present equations for estimating low-flow characteristics at ungaged sites.
\nLow-flow characteristics were estimated for 11 gaging stations, 25 low-flow partial-record stations, and 207 miscellaneous sites in the basin. Estimates of flow duration were made at the 11 gaging stations. Also, low-flow discharge measurements are listed for 16 miscellaneous sites where insufficient data were available to estimate low-flow characteristics.
\nFour equations are provided to estimate low-flow characteristics at ungaged sites and at sites where one base-flow discharge measurement is available. The equations were determined from multiple-regression analyses that related low-flow characteristics at gaging stations and partial-record stations to basin characteristics. Drainage area and base-flow index were the most significant parameters for these analyses.
\nThe standard error of estimate of the 7-day, 10-year low flow was provided. The average SE-j f iQ in the basin ranged from 10 to 64 percent and was dependent on the amount of low-flow data available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791274","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Stedfast, D., 1979, Low-flow characteristics of streams in the Pecatonica-Sugar River basin, Wisconsin: U.S. Geological Survey Open-File Report 79-1274, Report: iv, 92 p.; 2 Plates: 17.00 x 9.00 inches, https://doi.org/10.3133/ofr791274.","productDescription":"Report: iv, 92 p.; 2 Plates: 17.00 x 9.00 inches","numberOfPages":"98","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":39111,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1274/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39112,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1274/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39113,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1274/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142551,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1274/report-thumb.jpg"}],"scale":"500000","country":"United States","state":"Wisconsin","county":"Dane County, Grant County, Green County, Iowa County, Lafayette County, Rock County","otherGeospatial":"Pecatonica River, Sugar River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.0094,43.286],[-89.0084,43.2555],[-89.0094,43.2],[-89.01,43.1131],[-89.0109,43.0849],[-89.0107,43.0271],[-89.0132,42.9353],[-89.013,42.8762],[-89.0119,42.8471],[-88.8951,42.8457],[-88.7757,42.8455],[-88.7753,42.7587],[-88.7744,42.6728],[-88.774,42.5855],[-88.7737,42.4958],[-88.9385,42.4984],[-88.9798,42.4989],[-89.0467,42.4997],[-89.154,42.501],[-89.2345,42.5018],[-89.2705,42.5021],[-89.3185,42.5024],[-89.3645,42.5029],[-89.4018,42.503],[-89.4031,42.503],[-89.4537,42.5038],[-89.4883,42.5044],[-89.5693,42.5057],[-89.6811,42.5074],[-89.803,42.5077],[-89.8379,42.5076],[-89.8744,42.5075],[-89.9256,42.5075],[-89.9573,42.5074],[-89.9744,42.5081],[-89.9977,42.5091],[-90.0404,42.5094],[-90.0718,42.5095],[-90.2285,42.5087],[-90.4244,42.5079],[-90.4276,42.5081],[-90.6204,42.5091],[-90.6354,42.5094],[-90.636,42.5094],[-90.6415,42.5093],[-90.6363,42.5146],[-90.6342,42.5191],[-90.6347,42.5241],[-90.6376,42.5317],[-90.6395,42.5371],[-90.642,42.5416],[-90.6465,42.5461],[-90.6517,42.5491],[-90.659,42.5542],[-90.6635,42.5587],[-90.6667,42.5639],[-90.6693,42.5705],[-90.6718,42.5759],[-90.6777,42.5849],[-90.6825,42.5937],[-90.6858,42.5984],[-90.6875,42.603],[-90.6886,42.6076],[-90.69,42.613],[-90.6926,42.618],[-90.6954,42.6227],[-90.7002,42.6293],[-90.7019,42.6311],[-90.706,42.6356],[-90.7134,42.64],[-90.7217,42.6423],[-90.7301,42.6449],[-90.7369,42.6464],[-90.7461,42.6479],[-90.7561,42.6491],[-90.7629,42.6506],[-90.7755,42.6531],[-90.7924,42.6553],[-90.8068,42.6583],[-90.8205,42.6604],[-90.8405,42.6634],[-90.8669,42.6695],[-90.8768,42.6715],[-90.8899,42.6733],[-90.896,42.6753],[-90.8985,42.6761],[-90.9065,42.6785],[-90.9108,42.68],[-90.9169,42.6821],[-90.9226,42.6843],[-90.9276,42.6856],[-90.9332,42.6856],[-90.9382,42.685],[-90.9413,42.685],[-90.9482,42.6858],[-90.9542,42.6872],[-90.9601,42.6898],[-90.9677,42.6929],[-90.9734,42.6956],[-90.98,42.6995],[-90.9841,42.7036],[-90.9903,42.7074],[-90.998,42.7121],[-91.0075,42.7161],[-91.0182,42.7205],[-91.0226,42.7227],[-91.0259,42.7245],[-91.0264,42.7249],[-91.0283,42.7263],[-91.0301,42.7291],[-91.03,42.7314],[-91.0305,42.7341],[-91.0323,42.7358],[-91.0354,42.7371],[-91.0392,42.7375],[-91.0417,42.7375],[-91.0447,42.7376],[-91.0467,42.7379],[-91.0492,42.7383],[-91.0517,42.7397],[-91.0543,42.7428],[-91.0549,42.7446],[-91.0549,42.746],[-91.0563,42.7478],[-91.0582,42.7485],[-91.0587,42.7487],[-91.0613,42.75],[-91.0632,42.7523],[-91.0638,42.754],[-91.0639,42.7545],[-91.0634,42.7561],[-91.0621,42.7591],[-91.062,42.762],[-91.0629,42.7645],[-91.0649,42.767],[-91.0667,42.7698],[-91.0688,42.7736],[-91.0696,42.7771],[-91.0713,42.7826],[-91.0735,42.7913],[-91.0763,42.8],[-91.0776,42.8103],[-91.078,42.8214],[-91.0781,42.8294],[-91.0776,42.8339],[-91.0775,42.8373],[-91.0796,42.8398],[-91.0823,42.8424],[-91.0847,42.8437],[-91.086,42.8443],[-91.089,42.8462],[-91.0908,42.8498],[-91.0924,42.8542],[-91.0944,42.8596],[-91.0971,42.8678],[-91.0995,42.874],[-91.0999,42.875],[-91.1047,42.8824],[-91.1132,42.8885],[-91.1218,42.8927],[-91.1311,42.8965],[-91.1372,42.9007],[-91.1411,42.905],[-91.1444,42.9104],[-91.1445,42.9168],[-91.1438,42.9268],[-91.1453,42.9372],[-91.1454,42.9395],[-91.1457,42.9445],[-91.1455,42.9518],[-91.1464,42.9609],[-91.1506,42.9678],[-91.152,42.9695],[-91.1559,42.9739],[-91.1566,42.9747],[-91.1585,42.9784],[-91.1568,42.9839],[-91.1563,42.9894],[-91.1566,42.9934],[-91.1579,42.9966],[-91.139,43],[-91.1334,43.0001],[-91.1277,43.0002],[-91.1039,42.9996],[-91.0969,42.9965],[-91.07,42.9968],[-91.0569,43.001],[-91.042,43.0067],[-91.0296,43.0114],[-91.0203,43.0174],[-91.0055,43.0248],[-90.9917,43.0282],[-90.9805,43.0315],[-90.9613,43.0431],[-90.9442,43.0624],[-90.9361,43.0652],[-90.9198,43.0645],[-90.9048,43.0678],[-90.8949,43.0734],[-90.8886,43.0748],[-90.883,43.0758],[-90.8605,43.0788],[-90.8511,43.0798],[-90.8462,43.0848],[-90.8307,43.0932],[-90.8213,43.0955],[-90.8169,43.0951],[-90.8002,43.1085],[-90.789,43.1109],[-90.7677,43.1152],[-90.7546,43.1221],[-90.7447,43.1245],[-90.741,43.1327],[-90.7312,43.1428],[-90.715,43.152],[-90.7051,43.1599],[-90.7033,43.1631],[-90.6983,43.1681],[-90.6915,43.1723],[-90.684,43.1728],[-90.6733,43.1706],[-90.6682,43.1702],[-90.667,43.1702],[-90.6444,43.1754],[-90.6138,43.1843],[-90.5982,43.1917],[-90.5751,43.2015],[-90.5695,43.2034],[-90.5507,43.208],[-90.53,43.205],[-90.5105,43.2047],[-90.4953,43.2026],[-90.4802,43.2004],[-90.4645,43.2001],[-90.4576,43.1978],[-90.4519,43.1979],[-90.4375,43.1989],[-90.4325,43.1989],[-90.4149,43.1995],[-90.3848,43.2038],[-90.3616,43.2085],[-90.3415,43.21],[-90.3283,43.2078],[-90.3188,43.2065],[-90.3101,43.207],[-90.3013,43.2075],[-90.2937,43.2053],[-90.2899,43.2022],[-90.2867,43.1967],[-90.2835,43.1935],[-90.2778,43.1931],[-90.2685,43.1977],[-90.2635,43.1973],[-90.2584,43.1955],[-90.2401,43.1861],[-90.2243,43.1748],[-90.2104,43.1694],[-90.1978,43.1681],[-90.1946,43.1659],[-90.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D.A.","contributorId":89520,"corporation":false,"usgs":true,"family":"Stedfast","given":"D.A.","affiliations":[],"preferred":false,"id":162909,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56826,"text":"wdrAZ781 - 1979 - Water resources data for Arizona, water year 1978","interactions":[],"lastModifiedDate":"2025-07-21T18:00:41.456457","indexId":"wdrAZ781","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"AZ-78-1","title":"Water resources data for Arizona, water year 1978","docAbstract":"Water resources data for the 1978 water year for Arizona consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; water levels of observation wells; and quality of ground water. This report contains discharge records for 241 gaging stations, annual peaks for 77 crest-stage partial-record stations, and discharge measurements at 58 miscellaneous sites; contents only records for 9 lakes and reservoirs; stage and contents for 1 lake; elevations only for 2 lakes or reservoirs; gage height only for 1 lake and 1 head over a dam; 16 supplementary records, included with gaging-station records, consisting of month end or monthly stage, contents, and evaporation of lakes and reservoirs, diversions, and return flows; 2 low-flow investigations; water-quality records for 87 continuous record stations and 16 miscellaneous sites; water levels for 101 observation wells; and water-quality data for water from 189 wells. The data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating Federal and State Agencies in Arizona.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrAZ781","collaboration":"Prepared in cooperation with the State of Arizona and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1979, Water resources data for Arizona, water year 1978: U.S. Geological Survey Water Data Report AZ-78-1, xiii, 604 p., https://doi.org/10.3133/wdrAZ781.","productDescription":"xiii, 604 p.","costCenters":[],"links":[{"id":492675,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1978/az-78-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":175115,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1978/az-78-1/report-thumb.jpg"}],"country":"United States","state":"Arizona","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"id\":\"4\",\"properties\":{\"name\":\"Arizona\",\"nation\":\"USA 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