Airborne-electromagnetic and earth-resistivity surveys were used to explore for fresh ground water in the Hueco Bolson southeast of El Paso, Texas. Aerial surveys were made along about 500 miles (800 km) of flight line, and 67 resistivity soundings were made along 110 miles (180 km) of profile. The surveys did not indicate the presence of any large bodies of fresh ground water, but several areas may be underlain by small to moderate amounts of fresh to slightly saline water.
The material underlying the flood plain of the Rio Grande is predominantly clay or sand of low resistivity. Along a band on the mesa next to and parallel to the flood plain, more resistive material composed partly of deposits of an ancient river channel extends to depths of about 400 to 1,700 feet (120 to 520 m). Locally, the lower part of this more resistive material is saturated with fresh to slightly saline water. The largest body of fresh to slightly saline ground water detected in this study is between Fabens and Tornillo, Texas, mostly in the sandhill area between the flood plain and the mesa. Under assumed conditions, the total amount of water in storage may be as much as 400,000 to 800,000 acre-feet (500 million to 1 billion m ).
The resistivity data indicate that the deep artesian zone southwest of Fabens extends from a depth of about 1,200 feet (365 m) to about 2,800 feet (855 m).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76650","usgsCitation":"Gates, J.S., and Stanley, W.D., 1976, Hydrologic interpretation of geophysical data from the southeastern Hueco Bolson, El Paso, and Hudspeth Counties, Texas: U.S. Geological Survey Open-File Report 76-650, iii, 37 p., https://doi.org/10.3133/ofr76650.","productDescription":"iii, 37 p.","numberOfPages":"44","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":142407,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0650/report-thumb.jpg"},{"id":36626,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0650/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606a68","contributors":{"authors":[{"text":"Gates, Joseph Spencer","contributorId":108089,"corporation":false,"usgs":true,"family":"Gates","given":"Joseph","email":"","middleInitial":"Spencer","affiliations":[],"preferred":false,"id":158656,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stanley, W. D.","contributorId":86756,"corporation":false,"usgs":true,"family":"Stanley","given":"W.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":158655,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":39587,"text":"pp813G - 1976 - Summary appraisals of the nation's ground-water resources – Great Basin region","interactions":[],"lastModifiedDate":"2021-12-14T21:26:13.518321","indexId":"pp813G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"813","chapter":"G","title":"Summary appraisals of the nation's ground-water resources – Great Basin region","docAbstract":"Ground-water withdrawals by wells in the Great Basin Region were about 1.1 million acre-feet (1,360 cubic hectometres) in 1970. Most of these withdrawals were from 87 of the 234 hydrographic areas in the region. Withdrawals ranged from about 1,000 acre-feet (1.2 cubic hectometres) to more than 100,000 acre-feet (123 cubic hectometres). Jordan Valley, which includes Salt Lake City, had the largest withdrawal, about 115,000 acre-feet (142 cubic hectometres).
\nAn appraisal of the regional ground-water resource indicates the region could sustain an annual net pumpage of about 2.6 million acre-feet (3,200 cubic hectometres). Larger withdrawals could be sustained if only part of the pumped water was used consumptively, if conflicts with existing surface-water rights are resolved, and if extensive treatment, artificial recharge, and reuse of water prove feasible. Ground water stored in the upper 100 feet (30 metres) of saturated deposits of the valley ground-water reservoirs is estimated to be on the order of 300 million acre-feet (370,000 cubic hectometres). Total ground-water storage probably exceeds several billion acre-feet; however, much of this could not be developed within economic feasibility expected over the next several decades.
\nOnly a few areas of the Great Basin Region have been studied in detail sufficient to enable adequate design of an areawide groundwater development. These areas already have been developed. As of 1973 data for broadly outlining the ground-water resources of the region had been obtained. However, if large-scale planned development is to become a reality, a program for obtaining adequate hydrologic and related data would be a prerequisite. Ideally, the data should be obtained in time to be available for the successively more intensive levels of planning required to implement developments.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp813G","usgsCitation":"Eakin, T., Price, D., and Harrill, J., 1976, Summary appraisals of the nation's ground-water resources – Great Basin region: U.S. Geological Survey Professional Paper 813, Report: iv, 37 p.; 1 Plate: 51.25 x 31.75 inches, https://doi.org/10.3133/pp813G.","productDescription":"Report: iv, 37 p.; 1 Plate: 51.25 x 31.75 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true},{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":392890,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5062.htm"},{"id":119832,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0813g/report-thumb.jpg"},{"id":67172,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0813g/plate-1.pdf","text":"Plate","size":"18.52 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate"},{"id":67173,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0813g/report.pdf","text":"Report","size":"7.14 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"California, Idaho, Nevada, Oregon, Utah, Wyoming","otherGeospatial":"Great Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.0478515625,\n 42.17968819665961\n ],\n [\n -119.42138671875,\n 42.17968819665961\n ],\n [\n -119.90478515625,\n 42.16340342422401\n ],\n [\n -120.08056640625,\n 41.95131994679697\n ],\n [\n -120.25634765624999,\n 40.78054143186031\n ],\n [\n -120.12451171875,\n 38.89103282648849\n ],\n [\n -119.44335937499999,\n 38.39333888832238\n ],\n [\n -117.90527343750001,\n 37.38761749978395\n ],\n [\n -116.23535156249999,\n 35.92464453144099\n ],\n [\n -115.02685546875,\n 35.10193405724606\n ],\n [\n -114.169921875,\n 34.95799531086792\n ],\n [\n -114.27978515625,\n 35.817813158696616\n ],\n [\n -114.0380859375,\n 36.13787471840729\n ],\n [\n -113.51074218749999,\n 36.58024660149866\n ],\n [\n -112.39013671875,\n 36.70365959719453\n ],\n [\n -111.37939453125,\n 36.70365959719453\n ],\n [\n -110.85205078124999,\n 36.756490329505155\n ],\n [\n -110.36865234374999,\n 37.35269280367274\n ],\n [\n -109.79736328125,\n 38.134556577054134\n ],\n [\n -109.5556640625,\n 38.89103282648849\n ],\n [\n -109.072265625,\n 39.90973623453719\n ],\n [\n -108.896484375,\n 41.04621681452063\n ],\n [\n -108.69873046875,\n 41.31082388091818\n ],\n [\n -109.13818359375,\n 41.705728515237524\n ],\n [\n -110.06103515625,\n 42.01665183556825\n ],\n [\n -111.07177734375,\n 42.58544425738491\n ],\n [\n -111.4892578125,\n 42.779275360241904\n ],\n [\n -112.06054687499999,\n 43.03677585761058\n ],\n [\n -112.7197265625,\n 42.94033923363181\n ],\n [\n -113.37890625,\n 42.601619944327965\n ],\n [\n -113.818359375,\n 42.17968819665961\n ],\n [\n -114.0380859375,\n 41.96765920367816\n ],\n [\n -114.9609375,\n 41.5579215778042\n ],\n [\n -115.90576171874999,\n 41.590796851056005\n ],\n [\n -116.78466796875,\n 41.83682786072714\n ],\n [\n -117.3779296875,\n 42.04929263868686\n ],\n [\n -117.75146484375,\n 42.21224516288584\n ],\n [\n -118.67431640625,\n 42.24478535602799\n ],\n [\n -119.00390625,\n 42.293564192170095\n ],\n [\n -119.0478515625,\n 42.17968819665961\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6996a2","contributors":{"authors":[{"text":"Eakin, Thomas E.","contributorId":95449,"corporation":false,"usgs":true,"family":"Eakin","given":"Thomas E.","affiliations":[],"preferred":false,"id":221722,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":221721,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Harrill, J. R.","contributorId":10417,"corporation":false,"usgs":true,"family":"Harrill","given":"J. R.","affiliations":[],"preferred":false,"id":221720,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27847,"text":"wri765 - 1976 - Water-quality investigation, Eel River, California","interactions":[],"lastModifiedDate":"2018-11-02T10:27:50","indexId":"wri765","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-5","title":"Water-quality investigation, Eel River, California","docAbstract":"This report summarizes selected water-quality data collected in the Eel River, Calif., during a reconnaissance study from November 1971 through January 1975. It also includes a summary of the major inorganic chemical data collected near Dos Rios, at South Fork, and at Scotia since the early 1950's. The recent reconnaissance involved data collection for nitrogen, phosphorus, total organic carbon, trace elements, and pesticide compounds in the river at Van Arsdale Dam, near Dos Rios, at Fort Seward, and at Scotia.
The number of samples collected during the special reconnaissance is somewhat limited, and therefore the data are only an estimate of conditions that presently exist at selected sites in the river. Results indicate that most of the constituents were low in concentration; although some variability was measured for some constituents. Sampling was designed so that samples collected at each site would represent a large range in discharge. Results indicate that discharge was not the singular factor controlling the concentration variance for most constituents. However, the concentrations of total ammonia, phosphorus, arsenic, chromium, copper, and zinc indicated a direct relation with discharge at some sites.
Statistical analysis indicates that the past sampling program has been adequate to estimate the major chemical constituents of the river. Specific conductance in the river near its headwaters ranges from 110 to 300 micromhos about 98 percent of the time; and at Scotia, near the mouth, the specific conductance ranges from 110 to 340 micromhos about 98 percent of the time.
Results of regression analyses indicate that between 83 and 88 percent of the variance in specific conductance can be explained by discharge.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri765","usgsCitation":"Irwin, G.A., 1976, Water-quality investigation, Eel River, California: U.S. Geological Survey Water-Resources Investigations Report 76-5, iv, 35 p., https://doi.org/10.3133/wri765.","productDescription":"iv, 35 p.","costCenters":[],"links":[{"id":158604,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0005/report-thumb.jpg"},{"id":359110,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0005/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Eel River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -124.49707031249999,\n 39.33854604847979\n ],\n [\n -122.8,\n 39.33854604847979\n ],\n [\n -122.8,\n 40.896905775860006\n ],\n [\n -124.49707031249999,\n 40.896905775860006\n ],\n [\n -124.49707031249999,\n 39.33854604847979\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e54cc","contributors":{"authors":[{"text":"Irwin, George A.","contributorId":35363,"corporation":false,"usgs":true,"family":"Irwin","given":"George","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198774,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27696,"text":"wri7554 - 1976 - Measurement and prediction of sediment yields in Wisconsin streams","interactions":[],"lastModifiedDate":"2015-10-21T12:12:03","indexId":"wri7554","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"75-54","title":"Measurement and prediction of sediment yields in Wisconsin streams","docAbstract":"Sediment data of some form have been collected by the U.S. Geological Survey at 118 stream-gaging sites throughout Wisconsin, beginning in 1935. The average concentration of suspended sediment for Wisconsin streams is low in comparison with that of many streams in the United States—110 milligrams per litre for Wisconsin, as compared with 600 milligrams per litre for 50 percent of the United States (Rainwater, 1962). Enough data have been collected at 84 of the 118 sites to calculate an average annual suspended-sediment yield at those sites.
\nMeasured average annual yields range from about 680 tons per square mile (238 tonnes per square kilometre) in the \"Driftless Area\" to 3.1 tons per square mile (1.1 tonnes per square kilometre) in the Northern Highland province. The average suspended-sediment yield for Wisconsin is about 80 tons per square mile per year (28 tonnes per square kilometre per year). Only three areas in the State may be considered to have a sediment problem. They are sections of the \"Driftless Area\" of southwestern Wisconsin, the Lake Superior red-clay area, and areas of expanding urbanization in southeastern Wisconsin.
\nSediment-yield prediction equations have been developed for the Northern Highland province, the Central Plain province, the Eastern Ridges and Lowlands province, and the \"Driftless Area\" (Martin, 1932 and Thwaites, 1956). These four equations make it possible to predict average annual suspendedsediment yields at any point on about 95 percent of the streams in the State. The prediction technique involves regression equations that relate average annual suspended-sediment yields to factors, such as topography, soils, land use and cover, stream hydraulics, and climatic conditions. The standard error of estimate for these equations, which only represents the accuracy of an estimated sediment yield at an ungaged site, ranges from 28 to 38 percent.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7554","collaboration":"Prepared n cooperation wit the City of Madison, City of Middleton, Douglas County, University of Wisconsin-Extension, Geological and Natural History Survey, U.S. Army Corps of Engineers, Wisconsin Department of Natural Resources","usgsCitation":"Hindall, S.M., 1976, Measurement and prediction of sediment yields in Wisconsin streams: U.S. Geological Survey Water-Resources Investigations Report 75-54, iv, 27 p., https://doi.org/10.3133/wri7554.","productDescription":"iv, 27 p.","numberOfPages":"36","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science 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The study upon which this report is based was designed to make a preliminary evaluation of the available geo-hydrologic data for the Madison Group, which is an extensive aquifer underlying the Powder River Basin. Large yields from a few wells tapping the Madison indicate that the aquifer possibly could be utilized as one source of water for development of the coal resources of the area.
\nDomestic and stock-water supplies have been developed for sandstone and coal aquifers at shallow depths in the basin, but these aquifers do not appear to be capable of supplying the large amounts of water require for coal development without endangering existing water supplies.
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the thermodynamic speciation of inorganic ions and complex species in solution for a given water analysis. The original version (WATEQ) was written in 1973 by A. H. Truesdell and B. F. Jones in Programming Language/one (PL/1.) With but a few exceptions, the thermochemical data, speciation, coefficients, and general calculation procedure of WATEQF is identical to the PL/1 version. This report notes the differences between WATEQF and WATEQ, demonstrates how to set up the input data to execute WATEQF, provides a test case for comparison, and makes available a listing of WATEQF. 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Tracts within 50 geographic miles of the site of the Atlantic Richfield Northern Gulf of Alaska COST Well No. 1 were offered for sale in OCS Lease Sale No. 39 on April 13, 1976, and the first leases became effective June 1, 1976.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76635","usgsCitation":"Bolm, J., Chmelik, F., Steward, G., Turner, R., Waetjen, H., and Wills, J., 1976, Geological and operational summary, Atlantic Richfield Northern Gulf of Alaska COST Well No. 1: U.S. Geological Survey Open-File Report 76-635, ii, 33 p., https://doi.org/10.3133/ofr76635.","productDescription":"ii, 33 p.","costCenters":[],"links":[{"id":419330,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0635/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142719,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0635/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Atlantic Richfield Northern Gulf of Alaska COST Well No. 1","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -143.10562335530025,\n 60.167462183839206\n ],\n [\n -143.10562335530025,\n 59.82148716655837\n ],\n [\n -141.389745787839,\n 59.82148716655837\n ],\n [\n -141.389745787839,\n 60.167462183839206\n ],\n [\n -143.10562335530025,\n 60.167462183839206\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db68760f","contributors":{"authors":[{"text":"Bolm, J.G.","contributorId":82305,"corporation":false,"usgs":true,"family":"Bolm","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":158827,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chmelik, F.B.","contributorId":46949,"corporation":false,"usgs":true,"family":"Chmelik","given":"F.B.","email":"","affiliations":[],"preferred":false,"id":158824,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Steward, G.H.","contributorId":36557,"corporation":false,"usgs":true,"family":"Steward","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":158823,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Turner, R.F.","contributorId":47790,"corporation":false,"usgs":true,"family":"Turner","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":158825,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Waetjen, H.H.","contributorId":68741,"corporation":false,"usgs":true,"family":"Waetjen","given":"H.H.","email":"","affiliations":[],"preferred":false,"id":158826,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Wills, J.C.","contributorId":108115,"corporation":false,"usgs":true,"family":"Wills","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":158828,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":27839,"text":"wri7661 - 1976 - A model for calculating effects of liquid waste disposal in deep saline aquifer","interactions":[],"lastModifiedDate":"2018-11-16T10:01:44","indexId":"wri7661","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-61","title":"A model for calculating effects of liquid waste disposal in deep saline aquifer","docAbstract":"Injection of liquid industrial wastes into confined underground saline aquifers can offer a good disposal alternative from both environmental and economic considerations. One of the needs in choosing from among several disposal alternatives is a means of evaluating the influence such an injection will have on the aquifer system. This report describes a mathematical model to accomplish this purpose.
The objective of the contract was to develop a three-dimensional transient mathematical model which would accurately simulate behavior of waste injection into deep saline aquifers. Fluid properties, density and viscosity are functions of pressure, temperature and composition to provide a comprehensive assessment tool. The model is a finite-difference numerical solution of the partial differential equations describing
The model is not restricted to examining waste disposal operations. It can be used effectively to evaluate fresh water storage in saline aquifers, hot water storage in underground aquifers, salt water intrusion into groundwater flow systems and other similar applications.
The primary advantages of the present model can be summarized as:
The limitations of the present techniques are:
Included in the report are detailed descriptions of the approach used in the model, validation tests of the model, and a typical application of the model. A comparison volume documents the input data requirements, program structure, and an example problem for the model. '
No abstract available.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f20cd","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":532450,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25390,"text":"wri7652 - 1976 - Analysis of historical water-quality data and a network plan for the Central and Southern Florida Flood Control District","interactions":[],"lastModifiedDate":"2018-11-29T13:37:14","indexId":"wri7652","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-52","title":"Analysis of historical water-quality data and a network plan for the Central and Southern Florida Flood Control District","docAbstract":"Historical water quality data from about 100 sampling stations on streams, canals and lakes in central and southern Florida were analyzed for areal and temporal variations in water quality, statistical measures of the data, relationships between water quality variables, and long term changes or trends in water quality. Included in the analysis were data on the major inorganic chemical constituents, temperature, nitrogen and phosphorus species, trace metals, pesticides, organic carbon and biochemical oxygen demand. Based on the results of the analysis, a network was designed which would provide data to meet six specific objectives: (1) water quality accounting, (2) areal assessments (3) detection of gross long-term trends, (4) detection of toxic and deleterious substances, (5) establish a limnological data base on lakes and (6) furnish data on chemical inputs from the atmosphere.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7652","collaboration":"Prepared in cooperation with Central and Southern Florida Flood Control District","usgsCitation":"Goolsby, D.A., Mattraw, H.C., Lamonds, A.G., Maddy, D., and Rollo, J., 1976, Analysis of historical water-quality data and a network plan for the Central and Southern Florida Flood Control District: U.S. Geological Survey Water-Resources Investigations Report 76-52, vi, 124 p., https://doi.org/10.3133/wri7652.","productDescription":"vi, 124 p.","costCenters":[],"links":[{"id":158170,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0052/report-thumb.jpg"},{"id":359801,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0052/report.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 -82,\n 25\n ],\n [\n -80,\n 25\n ],\n [\n -80,\n 28.5\n ],\n [\n -82,\n 28.5\n ],\n [\n -82,\n 25\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db680374","contributors":{"authors":[{"text":"Goolsby, D. A.","contributorId":50508,"corporation":false,"usgs":true,"family":"Goolsby","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":193495,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mattraw, H. C. Jr.","contributorId":21996,"corporation":false,"usgs":true,"family":"Mattraw","given":"H.","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":193494,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lamonds, A. G.","contributorId":8450,"corporation":false,"usgs":true,"family":"Lamonds","given":"A.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":193492,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Maddy, D.V.","contributorId":86354,"corporation":false,"usgs":true,"family":"Maddy","given":"D.V.","affiliations":[],"preferred":false,"id":193496,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Rollo, J.R.","contributorId":15662,"corporation":false,"usgs":true,"family":"Rollo","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":193493,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","interactions":[{"subject":{"id":15597,"text":"ofr7526 - 1975 - Hydrology and sedimentation of Bixler Run basin, central Pennsylvania","indexId":"ofr7526","publicationYear":"1975","noYear":false,"title":"Hydrology and sedimentation of Bixler Run basin, central Pennsylvania"},"predicate":"SUPERSEDED_BY","object":{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","indexId":"wsp1798N","publicationYear":"1976","noYear":false,"chapter":"N","title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania"},"id":1}],"lastModifiedDate":"2017-06-19T14:06:02","indexId":"wsp1798N","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1798","chapter":"N","title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","docAbstract":"Rainfall, streamflow, stream chemical, and sediment discharge data were collected from Bixler Run near Loysville, Pa., during the period from February 1954 to September 1969 as part of a project to evaluate sediment discharge from an agricultural area in which soil-conservation techniques were being adopted at a moderate rate. The study was conducted by the U.S. Geological Survey in cooperation with the Pennsylvania Department of Environmental Resources, State Conservation Commission. \r\n\r\nSediment yields from the basin averaged 64 tons per square mile (22 tonnes per square kilometre) per year, approximately 25 percent less than yields from the surrounding area. The relation between water discharge and suspended-sediment discharge remained constant during the study. Suspended-sediment concentrations in the streamflow were less than 10 milligrams per litre 70 percent of the time. The concentration of chloride ions in the streamflow increased from 1959 to 1969. Ground water maintained flows at the gaging location at a rate of 1.9 cubic feet per second (0.054 cubic metres per second) during the period of data collection.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1798N","usgsCitation":"Reed, L.A., 1976, Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania: U.S. Geological Survey Water Supply Paper 1798, v, 20 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1798N.","productDescription":"v, 20 p. :ill., maps ;24 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":28852,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798n/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138148,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798n/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605056","contributors":{"authors":[{"text":"Reed, Lloyd A.","contributorId":79861,"corporation":false,"usgs":true,"family":"Reed","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":145428,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":60907,"text":"mf767E - 1976 - Mineral resources map of the Tanacross Quadrangle, Alaska","interactions":[],"lastModifiedDate":"2023-04-17T19:24:04.542673","indexId":"mf767E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"767","chapter":"E","title":"Mineral resources map of the Tanacross Quadrangle, Alaska","docAbstract":"Areas favorable for the occurrence of two types of mineral deposits are delineated on the map. Known deposits and occurrences are also shown on the map and available data on them are provided in table 1. Information from the known deposits combined with geologic, geochemical, geophysical, and earth satellite data presented in the other components of the Tanacross folio provide the basis for the selection of favorable areas. However because bedrock exposure is poor in the Tanacross quadrangle, types of deposits other than those now known to occur may eventually be found, and boundaries of the area delineated as favorable may change as more information, particularly from drilling, is obtained.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf767E","usgsCitation":"Singer, D., Curtin, G., and Foster, H., 1976, Mineral resources map of the Tanacross Quadrangle, Alaska: U.S. Geological Survey Miscellaneous Field Studies Map 767, 1 Plate: 40.46 x 33.85 inches, https://doi.org/10.3133/mf767E.","productDescription":"1 Plate: 40.46 x 33.85 inches","costCenters":[],"links":[{"id":415868,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0767-E/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":182626,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/0767-E/report-thumb.jpg"}],"scale":"250000","country":"United States","state":"Alaska","otherGeospatial":"Tanacross Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -144,63 ], [ -144,64 ], [ -141,64 ], [ -141,63 ], [ -144,63 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b09e4b07f02db69bd16","contributors":{"authors":[{"text":"Singer, D.A.","contributorId":69128,"corporation":false,"usgs":true,"family":"Singer","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":264594,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Curtin, G.C.","contributorId":89501,"corporation":false,"usgs":true,"family":"Curtin","given":"G.C.","email":"","affiliations":[],"preferred":false,"id":264595,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Foster, H.L.","contributorId":34894,"corporation":false,"usgs":true,"family":"Foster","given":"H.L.","email":"","affiliations":[],"preferred":false,"id":264593,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":13692,"text":"ofr76353 - 1976 - Effect of deicing chemicals on the hydrologic environment in Massachusetts; evaluation of surface-water data collection","interactions":[],"lastModifiedDate":"2012-02-02T00:06:55","indexId":"ofr76353","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"76-353","title":"Effect of deicing chemicals on the hydrologic environment in Massachusetts; evaluation of surface-water data collection","language":"ENGLISH","publisher":"The Division,","doi":"10.3133/ofr76353","usgsCitation":"Frost, L., 1976, Effect of deicing chemicals on the hydrologic environment in Massachusetts; evaluation of surface-water data collection: U.S. Geological Survey Open-File Report 76-353, 34 leaves ;28 cm., https://doi.org/10.3133/ofr76353.","productDescription":"34 leaves ;28 cm.","costCenters":[],"links":[{"id":146625,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625761","contributors":{"authors":[{"text":"Frost, L.R.","contributorId":96675,"corporation":false,"usgs":true,"family":"Frost","given":"L.R.","affiliations":[],"preferred":false,"id":168243,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25967,"text":"wri7651 - 1976 - Technical manual for estimating low-flow frequency characteristics of streams in the Susquehanna River basin","interactions":[],"lastModifiedDate":"2017-07-07T08:52:18","indexId":"wri7651","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-51","title":"Technical manual for estimating low-flow frequency characteristics of streams in the Susquehanna River basin","docAbstract":"This report presents procedures for estimating low-flow frequency characteristics for streams in the Susquehanna River basin. The techniques can be used at ungaged sites as well as sites where insufficient data are available to make a reliable estimate. Streams have been divided intp two types--major and minor. Major streams are the Susquehanna, West Branch Susquehanna, Juniata, and Chemung Rivers. Points on these streams with drainage areas of more than 2,000 mi 2 (5,180 km 2 ) are included in this category. Points on these streams with drainage areas of less than 2,000 mi 2 fall into the minor stream category. Generally minor streams are herein defined as those draining less than 2,000 mi 2 (5,180 km 2 ). Multiple -regression techniques have been used to develop relations for estimating the 1-, 3-, 7-, 30-, and 183-day duration low flows at recurrence intervals of 10, 20, SO and 100 years for annual series data and the 1 - , 3-, 7-, and 30-day duration low flows, at the same recurrence intervals, for six individual months, May through October, inclusive.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7651","usgsCitation":"Armbruster, J.T., 1976, Technical manual for estimating low-flow frequency characteristics of streams in the Susquehanna River basin: U.S. Geological Survey Water-Resources Investigations Report 76-51, 71 p. :ill., map (fold. in pocket) ;26 cm., https://doi.org/10.3133/wri7651.","productDescription":"71 p. :ill., map (fold. in pocket) ;26 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":157928,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":267199,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0051/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa31f","contributors":{"authors":[{"text":"Armbruster, Jeffrey T.","contributorId":37707,"corporation":false,"usgs":true,"family":"Armbruster","given":"Jeffrey","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":195559,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2688,"text":"wsp1798O - 1976 - Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina","interactions":[],"lastModifiedDate":"2019-12-30T10:11:16","indexId":"wsp1798O","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1798","chapter":"O","title":"Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina","docAbstract":"The sediment-transport characteristics of streams were determined in a 15,500-square-kilometre (6,000-square-mile) area of the Coastal Plain and Piedmont regions of eastern North Carolina during 1969-73. The study covered all or parts of 21 counties and included data for 28 sediment-sampling stations in parts of 4 major river basins?the Roanoke, Pamlico, Neuse, and Cape Fear. Annual suspended-sediment yields ranged from 117 to 4.2 tonnes per square kilometre (333 to 12 tons per square mile). Streams in the Piedmont region have the highest yields. Suspended-sediment yield decreases in an eastward direction from the Piedmont to the Coastal Plain region.\r\n\r\nSediment characteristics are directly affected by topography, storm runoff, geology, land use, and man-made detention structures. At one sampling station in the 1973 water year 44 percent of the suspended sediment tonnage was transported during 34 days of high flow. In the Piedmont region, sediment yields vary indirectly with the percentage of forest cover in the basin, but there appears to be no definite relationship between forest cover and sediment yield in the Coastal Plain region. Large lakes act as sediment-detention reservoirs. Average annual sediment yields ranged from 34 to 117 tonnes per square kilometre (98 to 333 tons per square mile) for 3 headwater streams which flow into Hyco Lake in Person County; however, the yield for the station less than 3.2 kilometres (2 miles) downstream from Hyco Dam was about 4.2 tonnes per square kilometre (12 tons per square mile).\r\n\r\nMost suspended sediment during floods in Piedmont streams ranges in size from sand to silt, whereas the suspended material in flooding streams in the Coastal Plain is generally clay size.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1798O","usgsCitation":"Simmons, C.E., 1976, Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina: U.S. Geological Survey Water Supply Paper 1798, vi, 32 p., https://doi.org/10.3133/wsp1798O.","productDescription":"vi, 32 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":138801,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798o/report-thumb.jpg"},{"id":29045,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798o/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.92529296875,\n 35.24561909420681\n ],\n [\n -77.178955078125,\n 35.24561909420681\n ],\n [\n -77.178955078125,\n 36.55377524336089\n ],\n [\n -80.92529296875,\n 36.55377524336089\n ],\n [\n -80.92529296875,\n 35.24561909420681\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a136","contributors":{"authors":[{"text":"Simmons, Clyde E.","contributorId":71528,"corporation":false,"usgs":true,"family":"Simmons","given":"Clyde","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145610,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":57450,"text":"wdrMO751 - 1976 - Water resources data for Missouri, water year 1975","interactions":[],"lastModifiedDate":"2025-07-29T14:12:44.015224","indexId":"wdrMO751","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"MO-75-1","title":"Water resources data for Missouri, water year 1975","docAbstract":"Water resources data for the 1975 water year for Missouri consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs. This report contains discharge records for 138 gaging stations; stage and contents for 6 lakes and reservoirs, and water quality for 53 gaging stations. Also included are data for 103 crest-stage partial-record stations, 30 partial-record water quality stations and 25 miscellaneous sampling sites. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Missouri.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMO751","collaboration":"Prepared in cooperation with the State of Missouri and other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Water resources data for Missouri, water year 1975: U.S. Geological Survey Water Data Report MO-75-1, xv, 362 p., https://doi.org/10.3133/wdrMO751.","productDescription":"xv, 362 p.","costCenters":[],"links":[{"id":493087,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1975/mo-75-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174623,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1975/mo-75-1/report-thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcc54","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":533102,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4531,"text":"cir731 - 1976 - A guide to State programs for the reclamation of surface mined areas","interactions":[],"lastModifiedDate":"2016-11-07T09:47:38","indexId":"cir731","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"731","title":"A guide to State programs for the reclamation of surface mined areas","docAbstract":"During 1975 inquiries of agencies in each State and review of State statutes and related administrative codes revealed that 38 States have established programs requiring the reclamation of surface mined lands. Results of analyses of those programs and ancillary data are presented in : (1) A table (matrix) which has been designed for the notation and elaboration of information pertaining to the mined-area reclamation programs of the 50 States; (2) a primer on surface mining activities and related reclamation practices and problems; and (3) a listing of types of non-Federal governmental controls applicable to reclamation. Interpretations of the status and content of State programs suggest that although a common thread runs through State statutory language, administrative requirements vary from State to State in order to meet different natural, economic, social, and political considerations. A general trend is seen in State programs toward the requiring of an integration of landuse planning and mine planning, with increased local governmental involvement.
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