No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7449","usgsCitation":"Marie, J.R., 1975, Hydraulic characteristics and water-supply potential of the aquifers in the vicinity of the wastewater treatment plant, South Bend, Indiana: U.S. Geological Survey Water-Resources Investigations Report 74-49, iv, 26 p., https://doi.org/10.3133/wri7449.","productDescription":"iv, 26 p.","costCenters":[],"links":[{"id":393805,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_34452.htm"},{"id":260332,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0049/report-thumb.jpg"},{"id":260331,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0049/report.pdf"}],"country":"United States","state":"Indiana","city":"South Bend","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -86.28421783447266,\n 41.7041906065988\n ],\n [\n -86.24713897705077,\n 41.7041906065988\n ],\n [\n -86.24713897705077,\n 41.74288345375358\n ],\n [\n -86.28421783447266,\n 41.74288345375358\n ],\n [\n -86.28421783447266,\n 41.7041906065988\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a31e","contributors":{"authors":[{"text":"Marie, James R.","contributorId":50503,"corporation":false,"usgs":true,"family":"Marie","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200052,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26878,"text":"wri7550 - 1975 - The potentiometric surface and water quality of the Floridan aquifer; in southwest Hillsborough County, Florida, 1952-74","interactions":[],"lastModifiedDate":"2020-08-13T17:54:39.678098","indexId":"wri7550","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-50","title":"The potentiometric surface and water quality of the Floridan aquifer; in southwest Hillsborough County, Florida, 1952-74","docAbstract":"Large ground-water withdrawals and a 10-year period of below-normal rainfall have caused the potentiometric surface of the Floridan aquifer to decline more than 10 feet (3 metres) in most of a 200-square-mile (520-square-kilometre) area of southwest Hillsborough County (fig. 1). The lowered ground-water levels and the consequent threat of salt-water intrusion concern farmers and residents who depend on ground water for irrigation and domestic purposes. Extensive crop irrigation is continuing; small towns such as Ruskin, River-view, Sun City Center, and Apollo Beach are rapidly expanding; and new communities are being planned. In addition, there are plans to mine the extensive phosphate deposits a few miles east of this heavily-f armed area. All these activities require large supplies of fresh ground water.
The Hillsborough County Commission cooperated with the U. S. Geological Survey to study changes of water levels and water quality in southwest Hillsborough County. The purpose of this report is to compare the position of the potentiometric surface in 1953 with that in 1973 and to show chloride and sulfate concentrations in ground water in 1974.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7550","collaboration":"Prepared in cooperation with Hillsborough County, Florida","usgsCitation":"Duerr, A.D., 1975, The potentiometric surface and water quality of the Floridan aquifer; in southwest Hillsborough County, Florida, 1952-74: U.S. Geological Survey Water-Resources Investigations Report 75-50, Report: 29 p.; 1 Plate: 34.05 x 25.04 inches, https://doi.org/10.3133/wri7550.","productDescription":"Report: 29 p.; 1 Plate: 34.05 x 25.04 inches","costCenters":[],"links":[{"id":157844,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0050/report-thumb.jpg"},{"id":377051,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0050/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377052,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0050/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Hillsborough County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.56666667,\n 27.63333333\n ],\n [\n -82.23333333,\n 27.63333333\n ],\n [\n -82.23333333,\n 27.9\n ],\n [\n -82.56666667,\n 27.9\n ],\n [\n -82.56666667,\n 27.63333333\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db641cb4","contributors":{"authors":[{"text":"Duerr, A. Dan","contributorId":47835,"corporation":false,"usgs":true,"family":"Duerr","given":"A.","email":"","middleInitial":"Dan","affiliations":[],"preferred":false,"id":197170,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27080,"text":"wri7518 - 1975 - Digital model simulation of the glacial-outwash aquifer at Dayton, Ohio","interactions":[],"lastModifiedDate":"2016-11-07T10:30:52","indexId":"wri7518","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-18","title":"Digital model simulation of the glacial-outwash aquifer at Dayton, Ohio","docAbstract":"Dayton, Ohio and its environs obtain most of their water from wells which penetrate highly productive glacial-outwash deposits underlying the Great Miami River and its tributaries and receive recharge by induced streambed leakage. Combined municipal and industrial use of ground water in the 90-square-mile area has increased from about 180 cubic feet per second in 1960 to nearly 250 cubic feet per second in 1972. The increased pumpage has resulted in continuing water-level declines in some parts of the area.
A digital model which uses a finite-difference approximation technique to solve partial differential equations of flow through a porous medium was used to evaluate the effects of pumping stresses on water levels. The simulated head values presented in map form generally are in good agreement with potentiometric-surface maps prepared from field measurements.
","language":"English","publisher":"U. S. Geological Survey","publisherLocation":"Columbus, OH","doi":"10.3133/wri7518","collaboration":"Prepared in cooperation with The Miami Conservancy District","usgsCitation":"Fidler, R.E., 1975, Digital model simulation of the glacial-outwash aquifer at Dayton, Ohio: U.S. Geological Survey Water-Resources Investigations Report 75-18, iv, 25 p., https://doi.org/10.3133/wri7518.","productDescription":"iv, 25 p.","numberOfPages":"32","costCenters":[{"id":513,"text":"Ohio Water Science Center","active":true,"usgs":true}],"links":[{"id":158600,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":330806,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","city":"Dayton","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84.29809570312499,\n 39.64218135034433\n ],\n [\n -84.29809570312499,\n 39.83595916247957\n ],\n [\n -84.09690856933594,\n 39.83595916247957\n ],\n [\n -84.09690856933594,\n 39.64218135034433\n ],\n [\n -84.29809570312499,\n 39.64218135034433\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65ab22","contributors":{"authors":[{"text":"Fidler, Richard E.","contributorId":86313,"corporation":false,"usgs":true,"family":"Fidler","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197522,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27081,"text":"wri7434 - 1975 - Estimating streamflow characteristics for streams in Utah using selected channel-geometry parameters","interactions":[],"lastModifiedDate":"2019-07-16T08:41:50","indexId":"wri7434","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"74-34","title":"Estimating streamflow characteristics for streams in Utah using selected channel-geometry parameters","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7434","usgsCitation":"Fields, F.K., 1975, Estimating streamflow characteristics for streams in Utah using selected channel-geometry parameters: U.S. Geological Survey Water-Resources Investigations Report 74-34, iv, 19 p., https://doi.org/10.3133/wri7434.","productDescription":"iv, 19 p.","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":365556,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0034/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158601,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0034/report-thumb.jpg"}],"country":"United States","state":"Utah","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-111.046551,41.251716],[-111.046723,40.997959],[-110.750727,40.996847],[-110.715026,40.996347],[-110.539819,40.996346],[-110.500718,40.994746],[-110.375714,40.994947],[-110.250709,40.996089],[-110.237848,40.995427],[-110.125709,40.99655],[-110.121639,40.997101],[-110.048476,40.997555],[-110.006495,40.997815],[-110.000708,40.997352],[-109.999838,40.99733],[-109.97553,40.997912],[-109.855299,40.997614],[-109.854302,40.997661],[-109.715409,40.998191],[-109.713877,40.998266],[-109.676421,40.998395],[-109.534926,40.998143],[-109.500694,40.999127],[-109.250735,41.001009],[-109.231985,41.002059],[-109.173682,41.000859],[-109.050076,41.000659],[-109.048455,40.826081],[-109.049088,40.714562],[-109.048373,40.662602],[-109.048249,40.653601],[-109.048044,40.619231],[-109.050074,40.540358],[-109.049955,40.539901],[-109.050698,40.499963],[-109.050314,40.495092],[-109.050946,40.444368],[-109.050969,40.222662],[-109.050973,40.180849],[-109.050944,40.180712],[-109.050813,40.059579],[-109.050873,40.058915],[-109.050615,39.87497],[-109.05104,39.660472],[-109.051363,39.497674],[-109.050765,39.366677],[-109.051512,39.126095],[-109.052436,38.999985],[-109.053292,38.942878],[-109.053233,38.942467],[-109.053797,38.905284],[-109.053943,38.904414],[-109.054189,38.874984],[-109.057388,38.795456],[-109.059541,38.719888],[-109.060253,38.599328],[-109.059962,38.499987],[-109.060062,38.275489],[-109.054648,38.244921],[-109.041762,38.16469],[-109.041837,38.153022],[-109.04282,37.999301],[-109.042819,37.997068],[-109.043121,37.97426],[-109.041058,37.907236],[-109.041653,37.88117],[-109.041844,37.872788],[-109.041723,37.842051],[-109.041754,37.835826],[-109.041461,37.800105],[-109.042098,37.74999],[-109.041636,37.74021],[-109.04176,37.713182],[-109.041732,37.711214],[-109.042269,37.666067],[-109.042089,37.623795],[-109.042131,37.617662],[-109.041806,37.604171],[-109.041865,37.530726],[-109.041915,37.530653],[-109.043137,37.499992],[-109.043464,37.484711],[-109.04581,37.374993],[-109.046039,37.249993],[-109.045584,37.249351],[-109.045487,37.210844],[-109.045978,37.201831],[-109.045995,37.177279],[-109.045156,37.112064],[-109.045203,37.111958],[-109.045173,37.109464],[-109.045189,37.096271],[-109.044995,37.086429],[-109.045058,37.074661],[-109.045166,37.072742],[-109.045223,36.999084],[-109.181196,36.999271],[-109.233848,36.999266],[-109.246917,36.999346],[-109.26339,36.999263],[-109.268213,36.999242],[-109.270097,36.999266],[-109.378039,36.999135],[-109.381226,36.999148],[-109.495338,36.999105],[-109.625668,36.998308],[-109.875673,36.998504],[-110.000677,36.997968],[-110.000876,36.998502],[-110.021778,36.998602],[-110.47019,36.997997],[-110.490908,37.003566],[-110.50069,37.00426],[-110.599512,37.003448],[-110.625605,37.003416],[-110.62569,37.003721],[-110.75069,37.003197],[-111.066496,37.002389],[-111.133718,37.000779],[-111.254853,37.001077],[-111.278286,37.000465],[-111.405517,37.001497],[-111.405869,37.001481],[-111.412784,37.001478],[-112.35769,37.001025],[-112.368946,37.001125],[-112.534545,37.000684],[-112.538593,37.000674],[-112.540368,37.000669],[-112.545094,37.000734],[-112.558974,37.000692],[-112.609787,37.000753],[-112.899366,37.000319],[-112.966471,37.000219],[-113.965907,36.999976],[-113.965907,37.000025],[-114.0506,37.000396],[-114.051749,37.088434],[-114.051822,37.090976],[-114.052827,37.103961],[-114.051867,37.134292],[-114.052179,37.14711],[-114.051673,37.172368],[-114.051405,37.233854],[-114.051974,37.283848],[-114.051974,37.284511],[-114.0518,37.293044],[-114.0518,37.293548],[-114.051927,37.370459],[-114.051927,37.370734],[-114.051765,37.418083],[-114.052448,37.43144],[-114.052701,37.492014],[-114.052685,37.502513],[-114.052718,37.517264],[-114.052689,37.517859],[-114.052962,37.592783],[-114.052472,37.604776],[-114.051728,37.745997],[-114.051785,37.746249],[-114.05167,37.746958],[-114.051109,37.756276],[-114.049919,37.765586],[-114.048473,37.809861],[-114.049677,37.823645],[-114.049928,37.852508],[-114.049658,37.881368],[-114.050423,37.999961],[-114.049903,38.148601],[-114.050138,38.24996],[-114.049417,38.2647],[-114.05012,38.404536],[-114.050091,38.404673],[-114.050485,38.499955],[-114.049834,38.543784],[-114.049862,38.547764],[-114.050154,38.57292],[-114.049883,38.677365],[-114.049749,38.72921],[-114.049168,38.749951],[-114.049465,38.874949],[-114.048521,38.876197],[-114.048054,38.878693],[-114.049104,39.005509],[-114.047079,39.499943],[-114.047728,39.542742],[-114.047273,39.759413],[-114.047783,39.79416],[-114.047214,39.821024],[-114.047134,39.906037],[-114.046555,39.996899],[-114.046835,40.030131],[-114.046386,40.097896],[-114.046741,40.104231],[-114.046683,40.116931],[-114.046153,40.231971],[-114.046178,40.398313],[-114.045826,40.424823],[-114.045218,40.430282],[-114.045518,40.494474],[-114.045577,40.495801],[-114.045281,40.506586],[-114.043505,40.726292]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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc81f","contributors":{"authors":[{"text":"Fields, Fred K.","contributorId":69981,"corporation":false,"usgs":true,"family":"Fields","given":"Fred","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197523,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27220,"text":"wri7631 - 1975 - Land-surface subsidence at Seabrook, Texas","interactions":[],"lastModifiedDate":"2017-06-14T14:43:59","indexId":"wri7631","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"76-31","title":"Land-surface subsidence at Seabrook, Texas","docAbstract":"Removal of water, oil, and gas from the subsurface in Harris and Galveston Counties, Texas, has caused a decline in fluid pressures, which is turn had resulted in subsidence of the land surface. Subsidence of the land surface at Seabrook is due principally to the removal of water. Significnt subsidence of the land surface probably began after 1920, and a minimum of about 3.3 feet and a maximum of about 4.3 feet of subsidence had occurred at Seabrook by 1973.
\nProbable future subsidence was calculated by two different methods for each of two different loading situations. In the first loading situation, the artesian heads in the Alta Loma Sand (Rose, 1943) and Evangeline aquifer would continue to decline at the respective rates of 8 feet per year and 7 feet per year until 1980 and then cease. In the second loading situation, the artesian heads in the Alta Loma Sand and Evangeline aquifer would continue to decline at rates of 8 and 7 feet per year ulntil 1990 and then cease.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri7631","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Gabrysch, R., and Bonnet, C., 1975, Land-surface subsidence at Seabrook, Texas: U.S. Geological Survey Water-Resources Investigations Report 76-31, vi, 53 p., https://doi.org/10.3133/wri7631.","productDescription":"vi, 53 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true},{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":258621,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0031/report-thumb.jpg"},{"id":258620,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0031/report.pdf","text":"Report","size":"4.40 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","city":"Seabrook","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.04444122314453,\n 29.53791790738083\n ],\n [\n -95.04444122314453,\n 29.589132141849095\n ],\n [\n -94.99465942382811,\n 29.589132141849095\n ],\n [\n -94.99465942382811,\n 29.53791790738083\n ],\n [\n -95.04444122314453,\n 29.53791790738083\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf53","contributors":{"authors":[{"text":"Gabrysch, R.K.","contributorId":105691,"corporation":false,"usgs":true,"family":"Gabrysch","given":"R.K.","affiliations":[],"preferred":false,"id":197755,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bonnet, C.W.","contributorId":44535,"corporation":false,"usgs":true,"family":"Bonnet","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":197754,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28220,"text":"wri7545 - 1975 - Chemical characteristics of the lower Kissimmee River, Florida; with emphasis on nitrogen and phosphorus","interactions":[],"lastModifiedDate":"2025-01-10T22:00:12.384598","indexId":"wri7545","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-45","title":"Chemical characteristics of the lower Kissimmee River, Florida; with emphasis on nitrogen and phosphorus","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7545","usgsCitation":"Lamonds, A.G., 1975, Chemical characteristics of the lower Kissimmee River, Florida; with emphasis on nitrogen and phosphorus: U.S. Geological Survey Water-Resources Investigations Report 75-45, vi, 133 p., https://doi.org/10.3133/wri7545.","productDescription":"vi, 133 p.","costCenters":[],"links":[{"id":159399,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0045/report-thumb.jpg"},{"id":375583,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Lower Kissmmee River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.36450195312499,\n 27.034663773424224\n ],\n [\n -80.6121826171875,\n 27.034663773424224\n ],\n [\n -80.6121826171875,\n 29.094577077511826\n ],\n [\n -82.36450195312499,\n 29.094577077511826\n ],\n [\n -82.36450195312499,\n 27.034663773424224\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e47b0","contributors":{"authors":[{"text":"Lamonds, A. G.","contributorId":8450,"corporation":false,"usgs":true,"family":"Lamonds","given":"A.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":199414,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27215,"text":"wri7544 - 1975 - Water quality in the Mad River Basin, Humboldt and Trinity Counties, California","interactions":[],"lastModifiedDate":"2019-07-16T08:39:22","indexId":"wri7544","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-44","title":"Water quality in the Mad River Basin, Humboldt and Trinity Counties, California","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7544","usgsCitation":"Fuller, R.H., 1975, Water quality in the Mad River Basin, Humboldt and Trinity Counties, California: U.S. Geological Survey Water-Resources Investigations Report 75-44, iv, 54 p. , https://doi.org/10.3133/wri7544.","productDescription":"iv, 54 p. ","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":365555,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0044/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159053,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0044/report-thumb.jpg"}],"country":"United States","state":"California","county":"Humboldt County, Trinity County","otherGeospatial":"Mad River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -124.93652343749999,\n 38.87392853923629\n ],\n [\n -120.9814453125,\n 38.87392853923629\n ],\n [\n -120.9814453125,\n 41.0130657870063\n ],\n [\n -124.93652343749999,\n 41.0130657870063\n ],\n [\n -124.93652343749999,\n 38.87392853923629\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9a8f","contributors":{"authors":[{"text":"Fuller, Richard H.","contributorId":66236,"corporation":false,"usgs":true,"family":"Fuller","given":"Richard","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":197747,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27214,"text":"wri7447 - 1975 - Problems related to water quality and algal control in Lopez Reservoir, San Luis Obispo County, California","interactions":[],"lastModifiedDate":"2020-08-08T00:24:26.372754","indexId":"wri7447","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"74-47","title":"Problems related to water quality and algal control in Lopez Reservoir, San Luis Obispo County, California","docAbstract":"Lopez Reservoir is a multipurpose impoundment that was filled during a 30-week period following a series of intense storms during the winter 1968-69. The reservoir is used for flood control, water supply, and recreation, including swimming, fishing, and boating. At full pool Lopez Reservoir has a surface area of 974 acres (394 square hectometres), a maximum depth of 145 feet (44.2 metres), and a shoreline of 22 miles (35.4 kilometres).
Nuisance algal blooms have been a frequent occurrence in the reservoir since the first summer after filling (1969). The dominant bloom species was the blue-green alga Anabaena unispora. Cospecies were the diatoms Stephanodiscus astraea and Cyclotella operculata and the green algae Pediastrum duplex and Sphaerocystis schroeteri. During a bloom of A. unispora in May 1972, the total cell count at the lake surface was almost 100,000 cells per millilitre of water.
Lopez Reservoir is thermally stratified from April until November. Dissolved-oxygen stratification closely parallels the thermal stratification. Anoxic conditions begin to develop in mid-May, and by early July all water below a depth of 40 feet (12 metres) is oxygen deficient.
The application of copper sulfate (CuSO4) to reduce algal production has met with little success. Possible application rates and methods of determining application rates based upon water chemistry are presented.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7447","collaboration":"Prepared in cooperation with the San Luis Obispo County Flood Control and Water Conservation District","usgsCitation":"Fuller, R.H., Averett, R.C., and Hines, W.G., 1975, Problems related to water quality and algal control in Lopez Reservoir, San Luis Obispo County, California: U.S. Geological Survey Water-Resources Investigations Report 74-47, v, 46 p., https://doi.org/10.3133/wri7447.","productDescription":"v, 46 p.","costCenters":[],"links":[{"id":158988,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0047/report-thumb.jpg"},{"id":377246,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"San Luis Obispo County","otherGeospatial":"Lopez Reservoir","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -120.7404327392578,\n 35.058104573869024\n ],\n [\n -120.31333923339844,\n 35.058104573869024\n ],\n [\n -120.31333923339844,\n 35.32016766531318\n ],\n [\n -120.7404327392578,\n 35.32016766531318\n ],\n [\n -120.7404327392578,\n 35.058104573869024\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660a8c","contributors":{"authors":[{"text":"Fuller, Richard H.","contributorId":66236,"corporation":false,"usgs":true,"family":"Fuller","given":"Richard","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":197745,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Averett, Robert C.","contributorId":27500,"corporation":false,"usgs":true,"family":"Averett","given":"Robert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197744,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hines, Walter G.","contributorId":100360,"corporation":false,"usgs":true,"family":"Hines","given":"Walter","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197746,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27201,"text":"wri7520 - 1975 - Bibliography of United States Geological Survey reports on the geology and water resources of Texas, 1887-1974","interactions":[],"lastModifiedDate":"2018-11-16T10:04:36","indexId":"wri7520","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-20","title":"Bibliography of United States Geological Survey reports on the geology and water resources of Texas, 1887-1974","docAbstract":"Water-resources investigations in Texas consist of the collection of basic records through the hydrologic-data network, interpretive studies, and research projects. An office was established in Austin, Texas, in 1915 for surface-water studies, for ground-water studies in 1929, and water-quality studies in 1937. Previous investigations of the water resources of Texas were carried out by personnel of the U.S. Geological Survey from the Washington headquarters. The basic-data records and the results of investigations are published by the Geological Survey or by cooperating agencies.
Geologic investigations were made by personnel from Washington and Denver as early as 1887. The Geophysics Branch of the Geologic Division maintained an office in Austin from 1954 to 1974. Results of these investigations were published by the Geological Survey.
This bibliography lists alphabetically by author all reports prepared as a result of Geological Survey investigations in Texas, many of which were carried out in cooperation with the Texas Water Development Board and its predecessor agencies, river authorities, other State and local agencies, and other Federal agencies.
","language":"English","publisher":"U. S. Geological Survey","doi":"10.3133/wri7520","usgsCitation":"1975, Bibliography of United States Geological Survey reports on the geology and water resources of Texas, 1887-1974: U.S. Geological Survey Water-Resources Investigations Report 75-20, iii, 174 p., https://doi.org/10.3133/wri7520.","productDescription":"iii, 174 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":359499,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0020/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158588,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0020/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62975f","contributors":{"compilers":[{"text":"Friebele, Charlotte D.","contributorId":57899,"corporation":false,"usgs":true,"family":"Friebele","given":"Charlotte","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":737924,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":26908,"text":"wri7615 - 1975 - Dissolved solids, hardness, and orthophosphate of surface-water runoff in the Suwannee River Water Management District, Florida","interactions":[],"lastModifiedDate":"2020-08-06T02:11:57.029298","indexId":"wri7615","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"76-15","title":"Dissolved solids, hardness, and orthophosphate of surface-water runoff in the Suwannee River Water Management District, Florida","docAbstract":"This atlas consists of three maps that show the general distribution of dissolved solids, hardness, and orthophosphate in the streams and lakes within the Suwannee River Water Management District. The atlas was prepared in cooperation with the Water Management District to provide pertinent water-quality information relating to the objectives of the Florida State Water Resources Act of 1972. Under the provisions of this act, the Water Management District is required to establish a regional water-use plan, issue permits for water-use and water-resources related construction, and authorize the export of water. The data presented on these maps will be useful to those concerned with water management and use, in assessing regional water quality, and in establishing a base for comparison with future quality data.
The ranges of concentration shown on the maps represent maximum concentrations in surface water during the sampling period, January 1965-September 1970. Concentrations are plotted at the sampling sites and are the major criteria for determining the extent of concentration ranges. In some cases the drainage basin boundaries are used in defining concentration range boundaries because the quantity and quality of surface runoff is characteristic of the environment of the basin and may be entirely different from the runoff of adjacent basins. Within drainage basins, individual streams and local drainage divides define concentration boundaries. Some areas, although adjacent to each other in the same basin, have entirely different concentration ranges. For example, an area containing dissolved-solids concentrations in the 0-25 mg/1 (milligrams per litre) range may be adjacent to an area in which concentrations exceed 100 mg/1, as in the southeast part of Jefferson County. Concentration boundaries in these areas were selected by extending each range about halfway between the two sampling sites, as opposed to grading an intermediate range between them without supporting data. As the data are sparse in many areas, regional concentration patterns are generalized and local variations may be expected to exist.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7615","collaboration":"Prepared in cooperation with Florida Department of Environmental Regulation and the Suwannee River Water Management District","usgsCitation":"Earle, J., 1975, Dissolved solids, hardness, and orthophosphate of surface-water runoff in the Suwannee River Water Management District, Florida: U.S. Geological Survey Water-Resources Investigations Report 76-15, Report: 3 p.; 3 Plates: 25.35 x 22.30 inches and smaller, https://doi.org/10.3133/wri7615.","productDescription":"Report: 3 p.; 3 Plates: 25.35 x 22.30 inches and smaller","costCenters":[],"links":[{"id":377064,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0015/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377063,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0015/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377062,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0015/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377061,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0015/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157790,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0015/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Suwannee River Water Management District","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84,\n 29\n ],\n [\n -82,\n 29\n ],\n [\n -82,\n 30.685163937659564\n ],\n [\n -84,\n 30.685163937659564\n ],\n [\n -84,\n 29\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a235","contributors":{"authors":[{"text":"Earle, J.E.","contributorId":41037,"corporation":false,"usgs":true,"family":"Earle","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":197227,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29753,"text":"wri7555 - 1975 - Hydrologic environmental effects of sprayed sewage effluent; Tallahassee, Florida","interactions":[],"lastModifiedDate":"2019-07-16T08:58:01","indexId":"wri7555","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-55","title":"Hydrologic environmental effects of sprayed sewage effluent; Tallahassee, Florida","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7555","usgsCitation":"Slack, L.J., 1975, Hydrologic environmental effects of sprayed sewage effluent; Tallahassee, Florida: U.S. Geological Survey Water-Resources Investigations Report 75-55, v, 73 p. , https://doi.org/10.3133/wri7555.","productDescription":"v, 73 p. ","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":365564,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0055/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159314,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0055/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Tallahassee","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84.4134521484375,\n 30.358656420788783\n ],\n [\n -84.09484863281249,\n 30.358656420788783\n ],\n [\n -84.09484863281249,\n 30.51494904517773\n ],\n [\n -84.4134521484375,\n 30.51494904517773\n ],\n [\n -84.4134521484375,\n 30.358656420788783\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606d4a","contributors":{"authors":[{"text":"Slack, L. J.","contributorId":44157,"corporation":false,"usgs":true,"family":"Slack","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202061,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29171,"text":"wri7561 - 1975 - MIX2 : a computer program for modeling chemical reaction in natural waters","interactions":[],"lastModifiedDate":"2018-03-21T15:16:59","indexId":"wri7561","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-61","title":"MIX2 : a computer program for modeling chemical reaction in natural waters","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7561","usgsCitation":"Plummer, N., Parkhurst, D.L., and Kosiur, D.R., 1975, MIX2 : a computer program for modeling chemical reaction in natural waters: U.S. Geological Survey Water-Resources Investigations Report 75-61, iii, 68 leaves ;27 cm., https://doi.org/10.3133/wri7561.","productDescription":"iii, 68 leaves ;27 cm.","costCenters":[],"links":[{"id":119045,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0061/report-thumb.jpg"},{"id":58045,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0061/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648c28","contributors":{"authors":[{"text":"Plummer, Niel 0000-0002-4020-1013 nplummer@usgs.gov","orcid":"https://orcid.org/0000-0002-4020-1013","contributorId":190100,"corporation":false,"usgs":true,"family":"Plummer","given":"Niel","email":"nplummer@usgs.gov","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":201076,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parkhurst, David L. 0000-0003-3348-1544 dlpark@usgs.gov","orcid":"https://orcid.org/0000-0003-3348-1544","contributorId":1088,"corporation":false,"usgs":true,"family":"Parkhurst","given":"David","email":"dlpark@usgs.gov","middleInitial":"L.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":201075,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kosiur, David R.","contributorId":27502,"corporation":false,"usgs":true,"family":"Kosiur","given":"David","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201077,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30518,"text":"wri7549 - 1975 - Erosion and sediment transport in the Owens River near Bishop, California","interactions":[],"lastModifiedDate":"2018-10-29T14:28:08","indexId":"wri7549","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-49","title":"Erosion and sediment transport in the Owens River near Bishop, California","docAbstract":"Closure of Pleasant Valley Dam in 1954 has almost eliminated the supply of gravel to the 16-mile (25.7-kilometre) study reach of the Owens River. Because of armoring of the channel, scour has been limited to approximately 1 foot (0.3 metre) in the upper 2.3 miles (3.7 kilometres).
This report presents information useful in determining long-term erosion effects below Pleasant Valley Dam, in assessing the feasibility of a proposed bypass channel versus retention of the main channel in its present state, and in determining man's influence on river morphology.
Bedload transport is dependent on the hydraulics of a section and the availability of material. Ninety-eight percent by weight of the sampled bedload transported between sites 1 and 6 in the study reach was finer than 8 millimetres, although only 6 to 12 percent of the material in the bed available for transport was finer than 8 millimetres. Bank material, a prime source of new material for transport, is predominantly finer than 16 millimetres.
Bank erosion is accelerated by wide ranges in flow release. The bank-erosion rates interpreted from aerial photographs indicate average annual erosion rates of 750 tons (680 tonnes) from 1947 to 1967, 1,970 tons (1,790 tonnes) from 1967 to 1968, and 2,020 tons (1,830 tonnes) from 1968 to 1971. These rates are compatible with the water discharge-sediment discharge relation developed from field data collected during 1972-73.
Hydraulic geometry of the six sites indicates a shift in the river system regime since 1954. These changes have progressed downstream from the dam to a point between sites 4 and 5. Farther downstream channel changes will occur until the channel stabilizes.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7549","usgsCitation":"Williams, R.P., 1975, Erosion and sediment transport in the Owens River near Bishop, California: U.S. Geological Survey Water-Resources Investigations Report 75-49, vi, 49 p., https://doi.org/10.3133/wri7549.","productDescription":"vi, 49 p.","numberOfPages":"67","costCenters":[],"links":[{"id":358905,"rank":2,"type":{"id":11,"text":"Document"},"url":" https://pubs.usgs.gov/wri/1975/0049/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159679,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0049/report-thumb.jpg"}],"country":"United States","state":"California","city":"Bishop","otherGeospatial":"Owens River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -118.75,\n 37.25\n ],\n [\n -118.25,\n 37.25\n ],\n [\n -118.25,\n 37.5\n ],\n [\n -118.75,\n 37.5\n ],\n [\n -118.75,\n 37.25\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fe026","contributors":{"authors":[{"text":"Williams, Rhea P.","contributorId":87114,"corporation":false,"usgs":true,"family":"Williams","given":"Rhea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":203388,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29687,"text":"wri7510 - 1975 - A river-quality assessment of the upper White River, Indiana","interactions":[],"lastModifiedDate":"2018-10-30T12:45:05","indexId":"wri7510","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-10","title":"A river-quality assessment of the upper White River, Indiana","docAbstract":"This report attempts to interrelate the physical, chemical, biological, esthetic, and cultural aspects of the upper White River (above Centerton, Ind.) by assessing the mass of available data. Relatively few new data were collected.
The White River can be subdivided into five distinct river-quality sections. Section 1, above Winchester, drains a rural area and is affected by agricultural land use, although the river quality generally is good. Section 2, between Winchester and Muncie, is affected by urbanization at Winchester and Muncie. The river quality generally is good, although stretches near the cities occasionally have problems. Section 3, Muncie to Anderson, is polluted by urban effluent. Section 4, Anderson to Indianapolis, is further polluted (particularly at Anderson), but the river tends to recover considerably at Indianapolis, and becomes relatively clean. Section 5, below Indianapolis, is polluted. The river continues to be polluted below the project boundary.
The river is affected most severely in the Indianapolis area. For example, in October 1972 the nitrogen load increased from 5.45 tons per day (4.94 tonnes per day) above Indianapolis to 18.43 tons per day (16.72 tonnes per day) below the city. Ten micrograms per kilogram of DDD, 20 micrograms per kilogram of chlordane, and 20 micrograms per kilogram of polychlorinated biphenyls were extracted from the sediments in the White River below Indianapolis. The median coliform bacteria count below Indianapolis is 360,000 colonies per 100 millilitres of water. The only benthic invertebrates found in the White River below Indianapolis are pollution-tolerant species, and very few fish are found. Conditions are similar, but to a somewhat lesser degree, below Muncie.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7510","usgsCitation":"Shampine, W.J., 1975, A river-quality assessment of the upper White River, Indiana: U.S. Geological Survey Water-Resources Investigations Report 75-10, vii, 68 p., https://doi.org/10.3133/wri7510.","productDescription":"vii, 68 p.","costCenters":[],"links":[{"id":358948,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0010/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0010/report-thumb.jpg"}],"country":"United States","state":"Indiana","otherGeospatial":"Upper White River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -86.75,\n 39.5\n ],\n [\n -84.5,\n 39.5\n ],\n [\n -84.5,\n 40.4\n ],\n [\n -86.75,\n 40.4\n ],\n [\n -86.75,\n 39.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b18e4b07f02db6a727e","contributors":{"authors":[{"text":"Shampine, William J.","contributorId":89891,"corporation":false,"usgs":true,"family":"Shampine","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201951,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28929,"text":"wri7513 - 1975 - Drainage areas for Illinois streams","interactions":[],"lastModifiedDate":"2020-04-06T16:42:43.448549","indexId":"wri7513","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-13","displayTitle":"Drainage Areas for Illinois Streams","title":"Drainage areas for Illinois streams","docAbstract":"Drainage areas were tabulated for all streams in Illinois which drain over 100 square miles. at sites where streamflow data have been collected, and at other selected locations. Areas were planimetered on U.S. Geological Survey topographic quadrangle maps and balanced to known areas taken from Smithsonian Geographical Tables of areas of quadrilaterals of the earth's surface (procedures and standards recommended by Subcommittee on Hydrology, Federal Inter-Agency River Basin Committee). Streams are tabulated in sequence; first, the Ohio River basin, followed by the St. Lawrence River basin, and finally, the Mississippi River basin. Streams are listed in downstream order, starting at the headwaters; the rank of the stream system within each basin is indicated by indention. At sites where streamflow data had been collected, previously assigned U.S. Geological Survey eight-digit numbers are used. These numbers, which describe unique sites, increase in downstream order. All locations are identified by reference to a town, land-line location, topographic quadrangle, and county at the point where the drainage area was determined. An alphabetical index is provided.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"","doi":"10.3133/wri7513","collaboration":"Prepared in cooperation with Illinois Institute for Environmental Quality","usgsCitation":"Ogata, K.M., 1975, Drainage areas for Illinois streams: U.S. Geological Survey Water-Resources Investigations Report 75-13, iii, 120 p., https://doi.org/10.3133/wri7513.","productDescription":"iii, 120 p.","costCenters":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"links":[{"id":159065,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0013/report-thumb.jpg"},{"id":373750,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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U.S. Geological Survey
405 North Goodwin
Urbana, IL 61801
A water budget was prepared to identify the components of the hydrologic system in the Lake Wingra basin. The Lake Wingra basin, which includes a small eutrophic lake within the city of Madison, Wis., is partly a protected area and partly an urbanized area. Measured and estimated inflow and outflow to and from the lake in 1 year (June 1972 to May 1973) was about 4.5 metres (15 feet)—approximately twice the volume of the lake. Inflow to the lake is about 25 percent from direct precipitation on the lake surface, and the rest from nearly equal amounts of surface runoff and ground-water inflow. Outflow from the lake is about 10 percent ground-water outflow, 15 percent evaporation from the lake surface, and 75 percent discharge at the surface outlet. Increased withdrawal of water from municipal and industrial wells in Madison has slowed the rate of flow through the lake.
\nThe calculated 1972 water budget for the lake showed gains of about 3,560 millimetres (140 inches) and losses of about 3,500 millimetres (138 inches). A discrepancy of about 60 millimetres (2 inches) probably was caused in part by uncertainties in ground-water inflow and outflow. Effects of evapotranspiration and ground-water inflow in the marsh area southwest of the lake also probably contribute to the discrepancy.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7517","collaboration":"Prepared in cooperation with University of Wisconsin-Extension, Geological and Natural History Survey","usgsCitation":"Oakes, E.L., Hendrickson, G.E., and Zuehls, E., 1975, Hydrology of the Lake Wingra basin, Dane County, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 75-17, v, 31 p., https://doi.org/10.3133/wri7517.","productDescription":"v, 31 p.","numberOfPages":"40","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":57790,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0017/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119757,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0017/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Dane County","otherGeospatial":"Lake Wingra","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.61273193359375,\n 42.8699254870066\n ],\n [\n -89.61273193359375,\n 43.303195047973034\n ],\n [\n -89.0826416015625,\n 43.303195047973034\n ],\n [\n -89.0826416015625,\n 42.8699254870066\n ],\n [\n -89.61273193359375,\n 42.8699254870066\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601b79","contributors":{"authors":[{"text":"Oakes, Edward L.","contributorId":79517,"corporation":false,"usgs":true,"family":"Oakes","given":"Edward","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hendrickson, G. E.","contributorId":99958,"corporation":false,"usgs":true,"family":"Hendrickson","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200618,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zuehls, E.E.","contributorId":19942,"corporation":false,"usgs":true,"family":"Zuehls","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":200616,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28908,"text":"wri7532 - 1975 - Scour at selected bridge sites in Alaska","interactions":[],"lastModifiedDate":"2013-08-12T12:06:08","indexId":"wri7532","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-32","title":"Scour at selected bridge sites in Alaska","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7532","usgsCitation":"Norman, V.W., 1975, Scour at selected bridge sites in Alaska: U.S. Geological Survey Water-Resources Investigations Report 75-32, x, 160 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7532.","productDescription":"x, 160 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":159150,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0032/report-thumb.jpg"},{"id":276447,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0032/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcba5","contributors":{"authors":[{"text":"Norman, Vernon W.","contributorId":22325,"corporation":false,"usgs":true,"family":"Norman","given":"Vernon","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200601,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28873,"text":"wri7546 - 1975 - The Miocene aquifer system in Mississippi","interactions":[],"lastModifiedDate":"2015-11-10T13:46:16","indexId":"wri7546","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-46","title":"The Miocene aquifer system in Mississippi","docAbstract":"A large amount of information is available on the aquifers of Mississippi. Reports resulting from various areal studies have described the ground-water resources of the areas concerned, but no reports dealing specifically with the statewide occurrence of individual aquifer systems have been prepared previously. A series of \"aquifer atlases\" was deemed the most effective way to point out the character, the potential, and the extent of development of the aquifers and thereby provide water managers with data needed for efficient utilization of available resources. This report on the Miocene aquifer system is the first in the series. Information on the aquifers was obtained in the cooperative programs of the U.S. Geological Survey with the Mississippi Board of Water Commissioners and other State and Federal agencies.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7546","usgsCitation":"Newcome, R., 1975, The Miocene aquifer system in Mississippi: U.S. Geological Survey Water-Resources Investigations Report 75-46, 3 Plates: 31.51 x 42.12 inches or smaller, https://doi.org/10.3133/wri7546.","productDescription":"3 Plates: 31.51 x 42.12 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[],"links":[{"id":159534,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7546.PNG"},{"id":311143,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0046/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"}},{"id":311144,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0046/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"}},{"id":311145,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0046/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Mississippi","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -91.1700439453125,\n 32.55144352864431\n ],\n [\n -91.1700439453125,\n 32.55144352864431\n ],\n [\n -91.16455078125,\n 32.55144352864431\n ],\n [\n -91.16455078125,\n 32.55144352864431\n ],\n [\n -91.1700439453125,\n 32.55144352864431\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -91.1920166015625,\n 32.63012300670739\n ],\n [\n -91.8017578125,\n 30.954057859276126\n ],\n [\n -89.7528076171875,\n 30.963479049959364\n ],\n [\n -89.84619140625,\n 30.72294882477251\n ],\n [\n -89.8077392578125,\n 30.44867367928756\n ],\n [\n -89.71435546875,\n 30.287531589298727\n ],\n [\n -89.56054687499999,\n 30.14512718337613\n ],\n [\n -89.5330810546875,\n 30.121373087823045\n ],\n [\n -89.3463134765625,\n 30.20211367909724\n ],\n [\n -88.83544921874999,\n 30.30650325984881\n ],\n [\n -88.472900390625,\n 30.315987718557867\n ],\n [\n -88.3795166015625,\n 30.320729603696027\n ],\n [\n -88.4344482421875,\n 31.28793989264176\n ],\n [\n -88.44543457031249,\n 31.728167146023935\n ],\n [\n -88.44543457031249,\n 32.07792017378829\n ],\n [\n -88.4344482421875,\n 32.379961464357315\n ],\n [\n -88.406982421875,\n 32.491230287947594\n ],\n [\n -91.1920166015625,\n 32.63012300670739\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b8cd","contributors":{"authors":[{"text":"Newcome, Roy","contributorId":14796,"corporation":false,"usgs":true,"family":"Newcome","given":"Roy","affiliations":[],"preferred":false,"id":200538,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30150,"text":"wri7528 - 1975 - Aquifer tests in the Summit reach of the proposed Cross-Florida Barge Canal near Ocala, Florida","interactions":[],"lastModifiedDate":"2018-10-30T12:43:55","indexId":"wri7528","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-28","title":"Aquifer tests in the Summit reach of the proposed Cross-Florida Barge Canal near Ocala, Florida","docAbstract":"Values for the horizontal and vertical hydraulic conductivity of Floridan aquifer materials are estimated by analyses of specially-designed aquifer tests at three sites along the Summit Pool reach of the proposed Cross-Florida Barge Canal for use in evaluating the exchange of water between the aquifer and the canal. Methods are described that deal with unique boundary conditions and aquifer anisotropy at two sites. Extreme aquifer heterogeneity precluded the determination of aquifer coefficients at one of the sites and probably affected the results of the tests at the other two. Therefore, the calculated aquifer coefficients reported should be regarded only as estimates. Calculated coefficients of horizontal hydraulic conductivity ranged from 0.025 to 3,500 gallons per day per square foot (0.0010 to 143 metres per day) and calculated coefficients of vertical hydraulic conductivity ranged from 0.05 to 23,000 gallons per day per square foot (0.0021 to 943 metres per day). Ratio of horizontal to vertical hydraulic conductivity ranged from 0.09 to 2.9.
","language":"English","publisher":"U. S. Geological Survey","doi":"10.3133/wri7528","usgsCitation":"Tibbals, C.H., 1975, Aquifer tests in the Summit reach of the proposed Cross-Florida Barge Canal near Ocala, Florida: U.S. Geological Survey Water-Resources Investigations Report 75-28, v, 42 p., https://doi.org/10.3133/wri7528.","productDescription":"v, 42 p.","costCenters":[],"links":[{"id":160483,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0028/report-thumb.jpg"},{"id":358947,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0028/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 -82.33,\n 28.75\n ],\n [\n -81.8333,\n 28.75\n ],\n [\n -81.8333,\n 29.25\n ],\n [\n -82.33,\n 29.25\n ],\n [\n -82.33,\n 28.75\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f3a","contributors":{"authors":[{"text":"Tibbals, C. H.","contributorId":76316,"corporation":false,"usgs":true,"family":"Tibbals","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":202770,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30217,"text":"wri756 - 1975 - Occurrence of pesticide residues in four streams draining different land-use areas in Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-07T08:58:57","indexId":"wri756","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-6","title":"Occurrence of pesticide residues in four streams draining different land-use areas in Pennsylvania","docAbstract":"Samples of water, bed material, fish, and soil were collected in four small drainage basins in Pennsylvania in 1969-71 and analyzed to determine the concentrations of chlorinated-hydrocarbon insecticides. Water samples only were also analyzed for phenoxy-acid herbicides. Each basin studied represents a predominant land-use classification—forested, general farming, residential, and orchard farming. All water and fish samples showed pesticide concentrations less than the U.S. Public Health Service's (1969) recommended maximum permissible concentration. However, no fish were found in the orchard area stream at the time collection was attempted. DOT or one of its metabolites was the most frequently occurring insecticide and was detected in all media sampled except the forestedarea soil. The highest observed combined concentration of DOT and its metabolites in storm-runoff samples was 11.4 micrograms per litre in a sample collected from the residential area stream, but the median was higher (0.12 microgram per litre) in the orchard area than in the residential area (0.02 microgram per litre). A sample of the top 0.5 inch (13 millimetres) of orchard soil contained 40,000 micrograms per kilogram of DOT and its metabolites, even though DOT had not been used in the orchards for several years prior to this study. Maximum concentrations detected in other orchard media are 330 micrograms per kilogram in bed material and 3.45 micrograms per litre in storm runoff. Dieldrin was the second most frequently occurring insecticide. Other insecticides detected were chlordane, heptachlor epoxide, lindane, and a trace of aldrin in one fish sample. At least one of the following herbicides—2,4-D, silvex, or 2,4,5-T—was detected in each stream.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri756","usgsCitation":"Truhlar, J.F., and Reed, L.A., 1975, Occurrence of pesticide residues in four streams draining different land-use areas in Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 75-6, iv, 23 p. :ill., map ;27 cm., https://doi.org/10.3133/wri756.","productDescription":"iv, 23 p. :ill., map ;27 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":59003,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0006/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122533,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0006/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af5e4b07f02db692357","contributors":{"authors":[{"text":"Truhlar, John F.","contributorId":39827,"corporation":false,"usgs":true,"family":"Truhlar","given":"John","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":202875,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, Lloyd A.","contributorId":79861,"corporation":false,"usgs":true,"family":"Reed","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202876,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29464,"text":"wri7531 - 1975 - Flood-prone areas of Gadsden County, Florida","interactions":[],"lastModifiedDate":"2018-11-29T10:46:04","indexId":"wri7531","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-31","title":"Flood-prone areas of Gadsden County, Florida","docAbstract":"Gadsden County is an area of 508 square miles in northwest Florida. The topography of the county is diverse and ranges in altitude from about 50 to 300 feet above mean sea level. Well drained steep hillsides and narrow ridgetops give way to broad, nearly level, poorly drained plateaus which have steep sloping sides, In eastern and central Gadsden county, streams tributary to the Ochlockonee River flow southeastward through a moderately steep terrain. The western part of Gadsden County is an area of rugged and broken topography and deeply incised streams that are tributary to the Apalachicola River.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7531","collaboration":"Prepared in cooperation with Gadsden County and its municipalities and Northwest Florida Water Management District","usgsCitation":"Rumenik, R.P., Pascale, C., and Tucker, D., 1975, Flood-prone areas of Gadsden County, Florida: U.S. Geological Survey Water-Resources Investigations Report 75-31, 27.9 x 21.1 inches, https://doi.org/10.3133/wri7531.","productDescription":"27.9 x 21.1 inches","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":160435,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida","county":"Gadsden County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.8634,30.7114],[-84.8601,30.7112],[-84.8022,30.7087],[-84.5708,30.6988],[-84.3968,30.6913],[-84.3808,30.6906],[-84.2811,30.6863],[-84.2842,30.6836],[-84.2901,30.6813],[-84.2975,30.6794],[-84.3033,30.6748],[-84.3049,30.6694],[-84.3017,30.663],[-84.3017,30.6547],[-84.3011,30.6456],[-84.3027,30.6383],[-84.3101,30.6319],[-84.3169,30.6231],[-84.3254,30.6149],[-84.3307,30.6048],[-84.3344,30.598],[-84.3381,30.5975],[-84.3445,30.5965],[-84.3513,30.591],[-84.3593,30.5869],[-84.3709,30.5809],[-84.3778,30.574],[-84.3815,30.5644],[-84.3814,30.5603],[-84.382,30.5567],[-84.3878,30.5512],[-84.3893,30.5429],[-84.3935,30.5296],[-84.3914,30.5269],[-84.3945,30.5159],[-84.4061,30.509],[-84.4061,30.5035],[-84.4034,30.5003],[-84.3992,30.4939],[-84.3975,30.4866],[-84.4028,30.4784],[-84.4113,30.4724],[-84.4224,30.466],[-84.4314,30.4659],[-84.4393,30.4622],[-84.4526,30.4617],[-84.4621,30.4571],[-84.4722,30.4589],[-84.4811,30.457],[-84.4859,30.4593],[-84.4944,30.4597],[-84.4992,30.4547],[-84.5087,30.4514],[-84.5251,30.4491],[-84.5298,30.4394],[-84.5457,30.4384],[-84.5578,30.4361],[-84.5663,30.4319],[-84.5784,30.4195],[-84.59,30.4126],[-84.6054,30.4153],[-84.6133,30.4106],[-84.6223,30.4101],[-84.6333,30.4014],[-84.6365,30.3986],[-84.6413,30.3958],[-84.6454,30.3912],[-84.6465,30.388],[-84.6656,30.3875],[-84.6809,30.3883],[-84.6806,30.4171],[-84.714,30.4174],[-84.7144,30.4603],[-84.7812,30.4599],[-84.7815,30.4956],[-84.7817,30.5189],[-84.8082,30.5187],[-84.8162,30.5186],[-84.8157,30.5209],[-84.8163,30.5333],[-84.8429,30.5331],[-84.8588,30.5329],[-84.8827,30.5332],[-84.8834,30.5533],[-84.8834,30.5561],[-84.8837,30.5835],[-84.8838,30.5945],[-84.884,30.6054],[-84.9328,30.6064],[-84.9276,30.6124],[-84.9138,30.6162],[-84.9054,30.6222],[-84.9045,30.6359],[-84.904,30.6382],[-84.8929,30.6465],[-84.8904,30.6598],[-84.8873,30.6639],[-84.8815,30.6681],[-84.8751,30.6718],[-84.8694,30.6833],[-84.8584,30.6962],[-84.8584,30.6998],[-84.8649,30.7094],[-84.8665,30.7116],[-84.8634,30.7114]]]},\"properties\":{\"name\":\"Gadsden\",\"state\":\"FL\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7447","contributors":{"authors":[{"text":"Rumenik, Roger P.","contributorId":42626,"corporation":false,"usgs":true,"family":"Rumenik","given":"Roger","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":201562,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pascale, C.A.","contributorId":68724,"corporation":false,"usgs":true,"family":"Pascale","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":201563,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tucker, D.F.","contributorId":91540,"corporation":false,"usgs":true,"family":"Tucker","given":"D.F.","email":"","affiliations":[],"preferred":false,"id":201564,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30545,"text":"wri7512 - 1975 - Satellite relay and processing of hydrologic data in south Florida","interactions":[],"lastModifiedDate":"2018-11-02T10:21:07","indexId":"wri7512","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-12","title":"Satellite relay and processing of hydrologic data in south Florida","docAbstract":"Management of water in south Florida requires current hydrologic data on water levels and rainfall. This need is being met by a data processing system which provides near-real-time data from remote areas. The flow of data is from data-collection platforms at field sites via LANDSAT-1 satellite to the National Aeronautics and Space Administration's (NASA) ground-receiving stations to the NASA Data Processing Facility at Goddard Space Flight Center to the Miami office of the U.S. Geological Survey to data users. The process requires only a few hours, and current data are provided to water-management agencies in several different forms. The system has proven to be dependable.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7512","usgsCitation":"Wimberly, E., 1975, Satellite relay and processing of hydrologic data in south Florida: U.S. Geological Survey Water-Resources Investigations Report 75-12, 19 p., https://doi.org/10.3133/wri7512.","productDescription":"19 p.","costCenters":[],"links":[{"id":160722,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0012/report-thumb.jpg"},{"id":359105,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0012/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 -82.63916015625,\n 25.075648445630527\n ],\n [\n -79.903564453125,\n 25.075648445630527\n ],\n [\n -79.903564453125,\n 27.27416111737468\n ],\n [\n -82.63916015625,\n 27.27416111737468\n ],\n [\n -82.63916015625,\n 25.075648445630527\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdc1f","contributors":{"authors":[{"text":"Wimberly, E.T.","contributorId":50180,"corporation":false,"usgs":true,"family":"Wimberly","given":"E.T.","email":"","affiliations":[],"preferred":false,"id":203434,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28764,"text":"wri7433 - 1975 - Evaluation of recharge potential near Indio, California","interactions":[],"lastModifiedDate":"2018-10-30T09:40:34","indexId":"wri7433","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"74-33","title":"Evaluation of recharge potential near Indio, California","docAbstract":"The U.S. Geological Survey evaluated the feasibility of utilizing 8,000 acre-feet (9.9 cubic hectometres) of sewage effluent per year to recharge the ground water in a 25-square mile (65-square kilometre) area northwest of Indio, Calif. The depth to water in the area studied ranged from about 50 feet (15 metres) to more than 200 feet (61 metres). Dissolved-solids concentrations greater than 500 milligrams per litre exist in the shallow aquifers in the eastern and southern parts of the study area. The permeability of the shallow sediments ranges from 15 to 50 feet per day (5 to 15 metres per day). The eastern part of the area is underlain by fine-grained sediments that effectively separate the deep and shallow aquifers and would not be conducive to artificial recharge. In the western part of the area, sediments in the upper 100 feet (30 metres) are primarily sand. Considering all but economic factors, the most hydrologically favorable area for recharge is west of Washington Street and north of the Whitewater River.
Using three spreading pits on a rotating basis and assuming long-term infiltration rates of 2 feet per day (0.6 metre per day), an area of 33 acres (13 hectares) would be required to infiltrate 8,000 acre-feet (9.9 cubic hectometres) per year. At the recharge site, a water-level rise of about 36 feet (11 metres) due to recharge is expected.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7433","usgsCitation":"Moreland, J.A., 1975, Evaluation of recharge potential near Indio, California: U.S. Geological Survey Water-Resources Investigations Report 74-33, iv, 36 p., https://doi.org/10.3133/wri7433.","productDescription":"iv, 36 p.","costCenters":[],"links":[{"id":358929,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0033/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159430,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0033/report-thumb.jpg"}],"country":"United States","state":"California","city":"Indio","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.3587760925293,\n 33.70663387044635\n ],\n [\n -116.25097274780272,\n 33.70663387044635\n ],\n [\n -116.25097274780272,\n 33.77343983379775\n ],\n [\n -116.3587760925293,\n 33.77343983379775\n ],\n [\n -116.3587760925293,\n 33.70663387044635\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fabc5","contributors":{"authors":[{"text":"Moreland, Joe A.","contributorId":48171,"corporation":false,"usgs":true,"family":"Moreland","given":"Joe","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200358,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30338,"text":"wri755 - 1975 - Distribution of nitrogen and phosphorus in the conservation areas in south Florida : from July 1972 to June 1973","interactions":[],"lastModifiedDate":"2019-07-10T09:34:56","indexId":"wri755","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-5","title":"Distribution of nitrogen and phosphorus in the conservation areas in south Florida : from July 1972 to June 1973","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri755","usgsCitation":"Waller, B.G., 1975, Distribution of nitrogen and phosphorus in the conservation areas in south Florida : from July 1972 to June 1973: U.S. Geological Survey Water-Resources Investigations Report 75-5, 33 p. , https://doi.org/10.3133/wri755.","productDescription":"33 p. ","costCenters":[],"links":[{"id":159301,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0005/report-thumb.jpg"},{"id":365417,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0005/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 -82.94677734375,\n 24.357105493969723\n ],\n [\n -79.881591796875,\n 24.357105493969723\n ],\n [\n -79.881591796875,\n 27.780771643348196\n ],\n [\n -82.94677734375,\n 27.780771643348196\n ],\n [\n -82.94677734375,\n 24.357105493969723\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db64089a","contributors":{"authors":[{"text":"Waller, Bradley G.","contributorId":83492,"corporation":false,"usgs":true,"family":"Waller","given":"Bradley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":203085,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30337,"text":"wri7556 - 1975 - Chemical and biological quality of water in part of the Everglades, southeastern Florida","interactions":[],"lastModifiedDate":"2020-08-12T18:54:02.158705","indexId":"wri7556","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-56","title":"Chemical and biological quality of water in part of the Everglades, southeastern Florida","docAbstract":"A comprehensive monitoring network was established in a part of the Everglades to evaluate the quality of water being delivered to Everglades National Park. Physical, chemical, and biological parameters were determined in surface water, bottom sediment, and bulk precipitation (rainfall and dry fallout).
The geology of the area, bottom sediment, bulk precipitation, natural, urban, and agricultural runoff, and the characteristics of the hydrologic system in the Everglades influence the type and concentration of each chemical constituent and how it affects the water quality.
The quality of surface water in the agricultural area between Lake Okeechobee and the water conservation areas is markedly different from that of other surface water in southeastern Florida. In general, the water in this area is higher in concentrations of most chemical constituents. Man has engaged in cultural activities, both agricultural and urban, which have affected the water quality in the northern and eastern segments of the area of investigation.
The quality of the water improves, however, as it flows to the south and east because there is minimal input from man's activities and many of the constituents are assimilated by plants, sorbed on organic material and clay in the bottom sediments, and entrapped within the sediments. Dilution by rainfall and concentration by evapotranspiration are also important factors that influence the quality of surface water in the area of investigation.
The area of investigation in the Everglades is a sink for macronutrients, trace metals, and chlorinated-hydrocarbon insecticides. These constituents do not move through the system freely. They become tied up in various complexes and for that reason, the water being delivered to Everglades National Park is of better quality than the water entering the northern edge of the water conservation areas. The various physical and biological processes and chemical reactions combine to improve the water quality as the water flows southward.
The data presented in this report may be used as a baseline for determination of future changes in water quality at the several places in the Everglades where recurrent sampling of rainfall, surface water, and bottom sediments was undertaken during the course of the investigation.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7556","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Waller, B.G., and Earle, J.E., 1975, Chemical and biological quality of water in part of the Everglades, southeastern Florida: U.S. Geological Survey Water-Resources Investigations Report 75-56, 157 p., https://doi.org/10.3133/wri7556.","productDescription":"157 p.","costCenters":[],"links":[{"id":377417,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0056/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159297,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0056/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Everglades","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.474609375,\n 25.11544539706194\n ],\n [\n -79.727783203125,\n 25.11544539706194\n ],\n [\n -79.727783203125,\n 26.931865156388916\n ],\n [\n -81.474609375,\n 26.931865156388916\n ],\n [\n -81.474609375,\n 25.11544539706194\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e48ab","contributors":{"authors":[{"text":"Waller, Bradley G.","contributorId":83492,"corporation":false,"usgs":true,"family":"Waller","given":"Bradley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":203083,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Earle, James E.","contributorId":88382,"corporation":false,"usgs":true,"family":"Earle","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203084,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}