{"pageNumber":"2214","pageRowStart":"55325","pageSize":"25","recordCount":68887,"records":[{"id":29080,"text":"wri803 - 1980 - Baseline water quality of Schmidt, Hornbeam, and Horseshoe Lakes, Dakota County, Minnesota","interactions":[],"lastModifiedDate":"2023-12-18T20:26:45.792501","indexId":"wri803","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-3","title":"Baseline water quality of Schmidt, Hornbeam, and Horseshoe Lakes, Dakota County, Minnesota","docAbstract":"<p>Three lakes in Dakota County were sampled five times during an 18-month period to determine baseline water quality prior to construction of an interstate highway. Results of physical measurements and chemical analyses showed that the lakes were shallow, nonstratified, and nutrient enriched. Considerable seasonal variations in dissolved solids, nutrient, and dissolved-oxygen concentrations were observed. Oxygen depletion and high nutrient concentrations were characteristics of conditions under an ice cover. Blue-green algal blooms typically were established soon after ice breakup and persisted until late fall. Data from the study will be supplemented with data--collected during and after construction of the highway to assess the impact of highway construction s \\d drainage on water quality of the lakes.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri803","collaboration":"Prepared in cooperation with the Minnesota Department of Transportation","usgsCitation":"Payne, G.A., 1980, Baseline water quality of Schmidt, Hornbeam, and Horseshoe Lakes, Dakota County, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 80-3, iii, 38 p., https://doi.org/10.3133/wri803.","productDescription":"iii, 38 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":423714,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35400.htm","linkFileType":{"id":5,"text":"html"}},{"id":159458,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0003/report-thumb.jpg"},{"id":95745,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0003/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Dakota County","otherGeospatial":"Hornbeam Lake, Horseshoe Lake, Schmidt Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.10827255249023,\n              44.842603300201866\n            ],\n            [\n              -93.10827255249023,\n              44.87837666574495\n            ],\n            [\n              -93.06364059448242,\n              44.87837666574495\n            ],\n            [\n              -93.06364059448242,\n              44.842603300201866\n            ],\n            [\n              -93.10827255249023,\n              44.842603300201866\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687f5f","contributors":{"authors":[{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200919,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28657,"text":"wri802 - 1980 - Development of a digital model of ground-water flow in deeply weathered crystalline rock, Chester County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-21T11:00:00","indexId":"wri802","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-2","title":"Development of a digital model of ground-water flow in deeply weathered crystalline rock, Chester County, Pennsylvania","docAbstract":"<p>The model developed in this study simulates .recharge to, flow through, and discharge from the water-table aquifer in the upper Pickering Creek basin, a 5.98-square-mile basin representative of most of Chester County, Pennsylvania. The two-dimensional finite-difference model of Trescott, Pinder, and Larson was used with slight modification. The way ground-water evapotranspiration varies with depth was modified, and a minimum transmissivity was used to prevent the model from \"going dry\" during water-table simulations.</p>\n<p>Tests of the model showed good correlation with field data, but also showed that certain additional types of information would be useful to make the model more reliable. Particularly helpful would be more water-level and evapotranspiration data, synoptic base-flow measurements in the subbasins, and better information on the variation of permeability and specific yield with depth.</p>\n<p>Predictive simulations made by the model show the effects of imposing various changes on the hydrologic system. Residential development was simulated in 1 square mile of the basin by combinations of the following conditions: 1-acre, 1/2-acre, and 1/4-acre lot size; wastewater disposal by septic systems or by public sewers; domestic wells or public-supply wells for water supply; and 0, 1, and 5 percent reduction in recharge in the developed area. Where water is supplied locally by wells, decreased lot size and reduced recharge result in increased drawdowns and reduced base flow. When wastewater is exported by sewers, these effects are magnified. The simulations by the model show the relative severity of the effects of various development schemes.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri802","usgsCitation":"McGreevy, L., and Sloto, R.A., 1980, Development of a digital model of ground-water flow in deeply weathered crystalline rock, Chester County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 80-2, v, 42 p., https://doi.org/10.3133/wri802.","productDescription":"v, 42 p.","numberOfPages":"51","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":310281,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0002/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}},{"id":158317,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri802.jpg"}],"country":"United States","state":"Pennslyvania","county":"Chester County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-75.6968,40.2417],[-75.6912,40.2388],[-75.6894,40.2378],[-75.6864,40.2387],[-75.6784,40.2436],[-75.6741,40.2458],[-75.6705,40.2466],[-75.6645,40.2461],[-75.6549,40.2428],[-75.6478,40.2404],[-75.6406,40.2371],[-75.6304,40.2347],[-75.6209,40.2305],[-75.6186,40.2277],[-75.6151,40.2245],[-75.6114,40.2244],[-75.6078,40.2258],[-75.6047,40.2275],[-75.6059,40.2294],[-75.6076,40.2326],[-75.6088,40.2348],[-75.6081,40.2366],[-75.605,40.2389],[-75.6014,40.2379],[-75.5997,40.2365],[-75.5973,40.2347],[-75.591,40.2214],[-75.5835,40.21],[-75.5801,40.2045],[-75.5796,40.2004],[-75.5766,40.1981],[-75.5724,40.1967],[-75.5694,40.1966],[-75.5676,40.1975],[-75.5645,40.2006],[-75.5644,40.2029],[-75.5655,40.207],[-75.5661,40.2093],[-75.5636,40.2101],[-75.5606,40.2096],[-75.5589,40.2073],[-75.5554,40.2023],[-75.5503,40.19],[-75.544,40.1794],[-75.5387,40.1739],[-75.527,40.1664],[-75.5275,40.1492],[-75.5239,40.1468],[-75.5184,40.1475],[-75.5127,40.1595],[-75.503,40.1593],[-75.5,40.1563],[-75.5036,40.1506],[-75.5107,40.1422],[-75.5088,40.1347],[-75.4905,40.1253],[-75.4729,40.1287],[-75.4611,40.1241],[-75.4627,40.119],[-75.4691,40.1169],[-75.4719,40.1116],[-75.4693,40.1066],[-75.4618,40.1027],[-75.4633,40.0971],[-75.4563,40.0945],[-75.4558,40.0876],[-75.4401,40.0941],[-75.4369,40.0899],[-75.42,40.0966],[-75.3927,40.0604],[-75.3669,40.0723],[-75.361,40.0668],[-75.3702,40.062],[-75.3732,40.0602],[-75.3811,40.0572],[-75.4012,40.0475],[-75.4025,40.0471],[-75.4086,40.0436],[-75.4128,40.0418],[-75.4106,40.0373],[-75.4076,40.0336],[-75.406,40.0295],[-75.4139,40.0242],[-75.4207,40.0202],[-75.4311,40.0118],[-75.4508,39.9958],[-75.452,39.9949],[-75.4532,39.994],[-75.4521,39.9926],[-75.4455,39.9925],[-75.4437,39.9925],[-75.4412,39.9933],[-75.4401,39.9915],[-75.4372,39.9865],[-75.4385,39.9842],[-75.4398,39.9811],[-75.4399,39.9793],[-75.4423,39.9788],[-75.4446,39.9807],[-75.4726,39.968],[-75.4993,39.9557],[-75.5024,39.9544],[-75.5079,39.9518],[-75.5152,39.9483],[-75.5224,39.9452],[-75.5243,39.9443],[-75.5202,39.9397],[-75.5191,39.9374],[-75.5306,39.9322],[-75.526,39.9239],[-75.5315,39.9218],[-75.5366,39.9305],[-75.5427,39.9274],[-75.5398,39.9242],[-75.5447,39.922],[-75.5424,39.9183],[-75.5502,39.9152],[-75.5468,39.9093],[-75.5553,39.9058],[-75.5576,39.9086],[-75.5601,39.9072],[-75.5583,39.904],[-75.562,39.9023],[-75.5711,39.897],[-75.573,39.8943],[-75.5714,39.8879],[-75.5799,39.8835],[-75.5822,39.8854],[-75.5834,39.8849],[-75.5852,39.8863],[-75.5888,39.8846],[-75.5842,39.8804],[-75.5981,39.8747],[-75.5952,39.8724],[-75.5934,39.8697],[-75.5935,39.8683],[-75.5959,39.8652],[-75.599,39.862],[-75.6003,39.8602],[-75.6015,39.858],[-75.601,39.8562],[-75.5975,39.8539],[-75.5939,39.8515],[-75.5946,39.8488],[-75.5965,39.8457],[-75.5978,39.8416],[-75.5973,39.8379],[-75.6146,39.835],[-75.6308,39.8314],[-75.6464,39.827],[-75.647,39.8268],[-75.6661,39.82],[-75.6775,39.8156],[-75.6928,39.8074],[-75.7056,39.7991],[-75.7177,39.7912],[-75.724,39.7866],[-75.7268,39.7845],[-75.7378,39.775],[-75.7476,39.7653],[-75.7551,39.756],[-75.7611,39.7478],[-75.7662,39.7393],[-75.77,39.731],[-75.7723,39.7231],[-75.7875,39.7231],[-76.0148,39.7228],[-76.1392,39.7223],[-76.1373,39.7262],[-76.1337,39.728],[-76.1307,39.728],[-76.1266,39.7265],[-76.1236,39.7242],[-76.1188,39.726],[-76.1187,39.7301],[-76.1205,39.7333],[-76.1198,39.7364],[-76.1144,39.7368],[-76.1115,39.735],[-76.1121,39.7318],[-76.1134,39.7287],[-76.1104,39.7268],[-76.1051,39.7254],[-76.0996,39.7285],[-76.0965,39.7326],[-76.0959,39.7362],[-76.0988,39.738],[-76.1018,39.7399],[-76.1018,39.7421],[-76.1011,39.7449],[-76.0957,39.7448],[-76.0909,39.7452],[-76.0873,39.7474],[-76.0842,39.7537],[-76.0841,39.7592],[-76.0804,39.7609],[-76.0678,39.7626],[-76.066,39.7644],[-76.0654,39.7671],[-76.0659,39.7708],[-76.0628,39.7734],[-76.0616,39.7752],[-76.0615,39.7789],[-76.0567,39.7802],[-76.0537,39.7819],[-76.0506,39.7846],[-76.0481,39.79],[-76.0444,39.7963],[-76.0377,39.8026],[-76.0352,39.808],[-76.0303,39.813],[-76.0308,39.8175],[-76.032,39.8207],[-76.0265,39.8247],[-76.0253,39.826],[-76.0252,39.8301],[-76.0234,39.831],[-76.0191,39.8319],[-76.0191,39.8337],[-76.0202,39.8378],[-76.023,39.8464],[-76.0217,39.8518],[-76.0211,39.8537],[-76.0181,39.8545],[-76.0163,39.854],[-76.0127,39.8531],[-76.0103,39.8531],[-76.0091,39.8544],[-76.007,39.8666],[-76.0051,39.8712],[-76.0039,39.873],[-76.0015,39.8738],[-75.9991,39.8734],[-75.9974,39.8715],[-75.9956,39.8701],[-75.9932,39.8697],[-75.9926,39.8706],[-75.9908,39.8719],[-75.9877,39.8732],[-75.9871,39.8746],[-75.9877,39.8768],[-75.9912,39.8801],[-75.9905,39.8828],[-75.9899,39.8868],[-75.9879,39.8927],[-75.9885,39.895],[-75.9902,39.8977],[-75.9943,39.901],[-75.9961,39.9028],[-75.9957,39.9236],[-75.9962,39.9259],[-75.998,39.9273],[-75.9968,39.9282],[-75.9938,39.9277],[-75.9926,39.9268],[-75.9914,39.9272],[-75.9902,39.9286],[-75.9859,39.9308],[-75.9841,3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Laurence J.","contributorId":98706,"corporation":false,"usgs":true,"family":"McGreevy","given":"Laurence J.","affiliations":[],"preferred":false,"id":200184,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sloto, Ronald A. rasloto@usgs.gov","contributorId":424,"corporation":false,"usgs":true,"family":"Sloto","given":"Ronald","email":"rasloto@usgs.gov","middleInitial":"A.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":200183,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30286,"text":"wri80113 - 1980 - Impact of reservoir-development alternatives on streamflow quantity in the Yampa River Basin, Colorado and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri80113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-113","title":"Impact of reservoir-development alternatives on streamflow quantity in the Yampa River Basin, Colorado and Wyoming","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri80113","usgsCitation":"Veenhuis, J.E., and Hillier, D.E., 1980, Impact of reservoir-development alternatives on streamflow quantity in the Yampa River Basin, Colorado and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 80-113, viii, 72 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri80113.","productDescription":"viii, 72 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119692,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0113/report-thumb.jpg"},{"id":59077,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0113/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f968b","contributors":{"authors":[{"text":"Veenhuis, Jack E.","contributorId":66745,"corporation":false,"usgs":true,"family":"Veenhuis","given":"Jack","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202989,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hillier, Donald E.","contributorId":105282,"corporation":false,"usgs":true,"family":"Hillier","given":"Donald","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202990,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30237,"text":"wri79102 - 1980 - Evaluation of remote hydrologic data-acquisition systems, west-central Florida","interactions":[],"lastModifiedDate":"2019-08-05T09:27:47","indexId":"wri79102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-102","title":"Evaluation of remote hydrologic data-acquisition systems, west-central Florida","docAbstract":"The study provides an evaluation of the hydrologic applications of a land-line and two satellite data-relay systems operated during 1977-78 in the Southwest Florida Water Management District. These systems were tested to evaluate operational and reliability characteristics. Telephone lines were used to relay data in the land-line system, and the Geostationary Operational Environmental Satellite (GOES) and Land satellite (Landsat) were used in the satellite system. The land-line system was tested for 15 months at a streamflow site. Accurate data were obtained 94% of the time during the test period. Data losses were attributed to telephone-line interference, low-battery voltage, and vandalism. The GOES system was tested at a rainfall site for 17 months. During this period, 79% of the transmissions received from the station were relayed by the GOES system to the U.S. Geological Survey computer, resulting in successful processing of 88% of all possible rainfall observations. On the average, seven data transmissions were completed each day. The Landsat system was tested at a rainfall site for about 17 months and for about 8 months at a streamflow site. During these periods of operation, only about 2% of all data observations for the stations were successfully relayed by the Landsat system to the U.S. Geological Survey computer. An average of about three data transmissions was completed each day for each site. (USGS).","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri79102","usgsCitation":"Turner, J., and Woodham, W.M., 1980, Evaluation of remote hydrologic data-acquisition systems, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 79-102, v, 63 p. , https://doi.org/10.3133/wri79102.","productDescription":"v, 63 p. ","costCenters":[],"links":[{"id":159805,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0102/report-thumb.jpg"},{"id":366159,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0102/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              -83.408203125,\n              27.059125784374068\n            ],\n            [\n              -81.6943359375,\n              27.059125784374068\n            ],\n            [\n              -81.6943359375,\n              29.36302703778376\n            ],\n            [\n              -83.408203125,\n              29.36302703778376\n            ],\n            [\n              -83.408203125,\n              27.059125784374068\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67eb8a","contributors":{"authors":[{"text":"Turner, J.F. Jr.","contributorId":88399,"corporation":false,"usgs":true,"family":"Turner","given":"J.F.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":202911,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Woodham, W. M.","contributorId":72356,"corporation":false,"usgs":true,"family":"Woodham","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":202910,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29217,"text":"wri8055 - 1980 - Permeability of covers over low-level radioactive-waste burial trenches, West Valley, Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2013-02-28T07:55:56","indexId":"wri8055","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-55","title":"Permeability of covers over low-level radioactive-waste burial trenches, West Valley, Cattaraugus County, New York","docAbstract":"Among the facilities at the Western New York Nuclear Service Center, near the hamlet of West Valley in the northern part of Cattaraugus County, N.Y., is a State-licensed burial ground for commercial low-level radioactive wastes. The 11-acre burial ground contains a series of trenches excavated in a silty-clay till of low permeability that contains scattered pods of silt, sand, and gravel. Gas pressure in the unsaturated parts of radioactive waste burial trenches responds to fluctuations in atmospheric pressure. Measurements of atmospheric pressure and the differential pressure between the trench gas and the atmosphere on several dates in 1977-78 were used to calculate hydraulic conductivity of the reworked silty-clay till that covers the trenches. Generally the hydraulic conductivity of covers over trenches that had a history of rapidly rising water levels are higher, at least seasonally, than covers over trenches in which the water level remained low. This supports the hypothesis that recharge occurs through the cover, presumably through fractures caused by desiccation and (or) subsidence. Hydraulic conductivities of the cover as calculated from gas- and air-pressure measurements at several trenches were 100 to 1,000 times greater than those calculated from the increase in water levels in the trenches. This difference suggests that the values obtained from the air- and gas-pressure measurements need to be adjusted and at present are not directly usable in ground-water flux calculations. The difference in magnitude of values may be caused by rapidly decreasing hydraulic conductivity during periods of recharge or by the clogging of fractures with sediment washed in by runoff. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8055","usgsCitation":"Prudic, D.E., 1980, Permeability of covers over low-level radioactive-waste burial trenches, West Valley, Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 80-55, v, 35 p. :ill., 1 map ;28 cm., https://doi.org/10.3133/wri8055.","productDescription":"v, 35 p. :ill., 1 map ;28 cm.","costCenters":[],"links":[{"id":159350,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268524,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0055/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db68840f","contributors":{"authors":[{"text":"Prudic, David E. deprudic@usgs.gov","contributorId":3430,"corporation":false,"usgs":true,"family":"Prudic","given":"David","email":"deprudic@usgs.gov","middleInitial":"E.","affiliations":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201161,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30290,"text":"wri80115 - 1980 - Flood of August 31-September 1, 1978, in Crosswicks Creek basin and vicinity, central New Jersey","interactions":[],"lastModifiedDate":"2024-05-29T19:49:09.075667","indexId":"wri80115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-115","title":"Flood of August 31-September 1, 1978, in Crosswicks Creek basin and vicinity, central New Jersey","docAbstract":"A thunderstorm during the evening of August 31, 1978, caused flooding in a small area of south central New Jersey. Maximum peaks of record occurred on the upper Crosswicks Creek basin in the vicinity of Fort Dix, Wrightstown, and New Egypt. At New Egypt, high water crest elevations for Crosswicks Creek were approximately 4 feet higher than the previous maximum recorded on August 28, 1971. Total damages were in excess of 2 million dollars, with 70 houses and 14 businesses affected.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Trenton, NJ","doi":"10.3133/wri80115","collaboration":"Prepared in cooperation with the New Jersey Department of Environmental Protection, Division of Water Resources","usgsCitation":"Vickers, A.A., 1980, Flood of August 31-September 1, 1978, in Crosswicks Creek basin and vicinity, central New Jersey: U.S. Geological Survey Water-Resources Investigations Report 80-115, vi, 20 p., https://doi.org/10.3133/wri80115.","productDescription":"vi, 20 p.","numberOfPages":"28","onlineOnly":"Y","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":261985,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/115/pdf/wrir80-115.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":429361,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35388.htm","linkFileType":{"id":5,"text":"html"}},{"id":261984,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/1980/115/","linkFileType":{"id":5,"text":"html"}},{"id":159553,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_80_115.gif"}],"country":"United States","state":"New Jersey","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75,39.916666666666664 ], [ -75,40.25 ], [ -74.33333333333333,40.25 ], [ -74.33333333333333,39.916666666666664 ], [ -75,39.916666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eed23","contributors":{"authors":[{"text":"Vickers, Arthur A.","contributorId":36179,"corporation":false,"usgs":true,"family":"Vickers","given":"Arthur","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202998,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29213,"text":"wri8047 - 1980 - Preliminary investigation of a shallow ground-water flow system associated with Connetquot Brook, Long Island, New York","interactions":[],"lastModifiedDate":"2013-02-28T07:54:59","indexId":"wri8047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-47","title":"Preliminary investigation of a shallow ground-water flow system associated with Connetquot Brook, Long Island, New York","docAbstract":"Under natural conditions, about 95 percent of the flow in Long Island streams is derived from ground-water seepage. The ground-water system that feeds the streams is a shallow subsystem that overlies the regional subsurface flow system. The Connetquot Brook basin was selected for study because it has not been appreciably affected by urbanization. Studies in the basin indicate that the shallow ground-water flow system circulates to a depth of less than 30 feet below the stream channel. Directly beneath the stream, shallow ground-water flow is upward toward the stream channel, but elsewhere in the basin it is predominantly horizontal. Relatively large increases in head with depth in the first 3 feet below the streambed suggest local differences in hydraulic conductivity or in size of area through which the water flows, or both. Water-table contour maps of the area adjacent to Connetquot River for September 1977 and March 1978 indicate that the shape of the water table and the direction of flow lines change seasonally. Variations in ground-water levels and gradients directly affect the rates of ground-water seepage to the stream. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri8047","usgsCitation":"Prince, K.R., 1980, Preliminary investigation of a shallow ground-water flow system associated with Connetquot Brook, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 80-47, iv, 37 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8047.","productDescription":"iv, 37 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268522,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0047/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696cc0","contributors":{"authors":[{"text":"Prince, Keith R. krprince@usgs.gov","contributorId":1413,"corporation":false,"usgs":true,"family":"Prince","given":"Keith","email":"krprince@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":201157,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29593,"text":"wri8098 - 1980 - Effects of storm runoff on water quality in the Mill Creek drainage basin, Willingboro, New Jersey","interactions":[],"lastModifiedDate":"2020-11-04T18:19:02.213224","indexId":"wri8098","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-98","title":"Effects of storm runoff on water quality in the Mill Creek drainage basin, Willingboro, New Jersey","docAbstract":"<p><span>The effect of storm runoff on the quality of water in the </span><span>the Mill Creek drainage basin in west-central New Jersey is </span><span>described in this report. The study area (23.7 square kilometers) </span><span>consists of agricultural and undeveloped land and the residential </span><span>community of Willingboro. From October 1975 to September 1976, </span><span>stream discharge and 86 water-quality constituents were measured </span><span>during five base flows and five storms at nine sites within the </span><span>basin. Only 38 of the measured consitituents were detected in </span><span>significant amounts. </span></p><p><span>Insignificant amounts of pesticides, except 2,4-D and silvex, and the metals cadmium, chromium, cobalt, copper, mercury, selenium, and carbonate were measured even during heavy runoff. All other constituents showed an increase in concentration with increasing streamflow and the corresponding loads usually correlated with streamflow. </span></p><p><span>Runoff from the nonresidential part of the study area in the upstream part of the drainage basin had a more significant impact on the stream quality than did the runoff from the residential area. The nonresidential area contributed more nutrients, common inorganics, sediment, and organic carbon than the residential area. The residential area contributed more calcium, nitrite, lead, iron, BOD, 2,4-D, and silvex. </span></p><p><span>With the exception of suspended iron, fecal coliform bacteria, suspended lead, and suspended phosphorus, all recorded concentrations under all streamflow conditions met the recommended limits set by the U.S. Environmental Protection Agency and the New Jersey Department of Environmental Protection for domestic water supplies or streams not discharging directly into a lake or reservoir. Very short-term exceptions were recorded during peak storm runoff. </span></p><p><span>Iron concentrations exceeded recommended limits of the U.S. Environmental Protection Agency. Occasional releases of suspended iron from the water-treatment plant in the lower part of the drainage basin contributed to this high concentration. However, Mill Creek and its tributaries will still have naturally occurring high suspended iron concentrations even after the water-treatment plant eliminates its sludge-holding pond. </span></p><p><span>Fecal coliform bacteria affected the quality of water in the Mill Creek basin more than any other constituent measured. It exceeded recommended limits by as much as two orders of magnitude and was found in equal amounts throughout the streams in the basin. The source of the bacteria could not be identified. </span></p><p><span>Runoff from the Willingboro residential area produced mean suspended lead concentrations up to three times greater than the 50 micrograms per liter criteria set for domestic water supplies. Mean concentrations of suspended phosphorus throughout the basin were 2.5 times greater than the recommended limit of 0.1 milligrams per liter. Sediment concentrations and loads increased with increasing streamflow. However, the amounts are not considered unusual for a developed area. The only sediment deposition occurred at the downstream end of the study area, which is slightly affected by tide. A significant part of the deposited material was composed of sludge material from the water-treatment plant in the lower end of the study area. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8098","collaboration":"Prepared in cooperation with the New Jersey Department of Environmental Protection and the U.S. Environmental Protection Agency","usgsCitation":"Schornick, J.C., and Fishel, D.K., 1980, Effects of storm runoff on water quality in the Mill Creek drainage basin, Willingboro, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 80-98, viii, 111 p., https://doi.org/10.3133/wri8098.","productDescription":"viii, 111 p.","costCenters":[],"links":[{"id":380164,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0098/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159742,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0098/report-thumb.jpg","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Jersey","city":"Willingboro","otherGeospatial":"Mill Creek drainage basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.93328094482422,\n              39.991325405656625\n            ],\n            [\n              -74.8114013671875,\n              39.991325405656625\n            ],\n            [\n              -74.8114013671875,\n              40.060993816499746\n            ],\n            [\n              -74.93328094482422,\n              40.060993816499746\n            ],\n            [\n              -74.93328094482422,\n              39.991325405656625\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ec1d","contributors":{"authors":[{"text":"Schornick, James C. Jr.","contributorId":89575,"corporation":false,"usgs":true,"family":"Schornick","given":"James","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201779,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fishel, David K.","contributorId":34967,"corporation":false,"usgs":true,"family":"Fishel","given":"David","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":201778,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28669,"text":"wri8023 - 1980 - The effects of using ground water to maintain water levels of Cedar Lake, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T15:01:02","indexId":"wri8023","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-23","title":"The effects of using ground water to maintain water levels of Cedar Lake, Wisconsin","docAbstract":"<p>Cedar Lake, a kettle lake with no surface inlet or outlet, was studied to evaluate the feasibility of maintaining water levels of lakes in the glaciated kettle moraine area of eastern Wisconsin by pumping ground water into them. The general hydrogeology of the area around the lake was defined and the hydrology of the lake was studied in detail.</p>\n<p>There are two aquifer systems in the Cedar Lake area, and in general, throughout eastern Wisconsin. The shallow aquifer system is composed of unconsolidated glacial drift of Quaternary age and consolidated bedrock of Silurian age. Cedar Lake is located in a local recharge area within this system. The saturated thicknesses of the glacial drift and Silurian dolomite beneath the lake are approximately 100 feet and 500 feet, respectively. This aquifer system is separated from an underlying aquifer system by a layer of shale approximately '200 feet thick that forms an effective barrier to water movement. The deep aquifer system is composed of dolomites and sandstones of Ordovician and Cambrian age whose composite thickness is 600 to 650 feet.</p>\n<p>A water budget was prepared to quantify the components of the hydrologic system of Cedar Lake. Inflow to the lake averaged approximately ^5 inches per water year for the 2-year period October 197^ through September 1976. Inflow consisted of precipitation on the lake surface (28 inches), groundwater seepage to the lake (2 inches), and overland flow (15 inches) to the lake. Outflow averaged approximately U9 inches per year for the same 2- year period. Outflow consisted of evaporation (31 inches) from the lake surface and ground-water seepage from the lake (18 inches).</p>\n<p>A volume of water equivalent to that needed to raise the lake level 1*7 inches was pumped from the shallow aquifer system into Cedar Lake between February 1 and September 30, 1977. The water budget for the lake during this period indicated that approximately 90 percent of pumped water was either recycled from the lake to the well or otherwise lost as seepage from the lake.</p>\n<p>Selected physical and chemical characteristics of the lake water were measured periodically between October 197^ and September 1977- The water temperature ranged between 26&deg;C in August to approximately 2&deg;C in December during each year of the study. The dissolved-oxygen concentration of the water ranged from 13 milligrams per liter at the time ice cover first developed in December to h milligrams per liter at the time ice cover broke up the following April. The total nitrogen concentration of the water varied from 1.0 milligrams per liter during winter to 0.5 milligrams per liter during summer. The total phosphorus concentration of the water was fairly uniform throughout the year, averaging 0.01 milligrams per liter.</p>\n<p>The phytoplankton population was sampled periodically. The total phytoplankton count was small during winter, generally less than 250 cells per milliliter. These phytoplankton were composed of euglenoids, diatoms, green algae, and blue-green algae. The count increased to 50,000 to 100,000 cells per milliliter during summer. One or two species of blue-green algae dominated during these times.</p>\n<p>There were no identifiable changes in measured physical and chemical characteristics of lake water during sustained pumping of ground water into the lake, nor were there identifiable changes in the number or makeup of the phytoplankton community. Differences in physical and chemical characteristics of lake water and ground water added to the lake probably were not great enough to cause changes within the lake.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8023","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"McLeod, R., 1980, The effects of using ground water to maintain water levels of Cedar Lake, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 80-23, iv, 35 p., https://doi.org/10.3133/wri8023.","productDescription":"iv, 35 p.","numberOfPages":"42","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":158361,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0023/report-thumb.jpg"},{"id":57507,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0023/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Manitowoc County","otherGeospatial":"Cedar Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.74491119384766,\n              42.53082032025189\n            ],\n            [\n              -89.74491119384766,\n              42.63219062985138\n            ],\n            [\n              -89.61410522460938,\n              42.63219062985138\n            ],\n            [\n              -89.61410522460938,\n              42.53082032025189\n            ],\n            [\n              -89.74491119384766,\n              42.53082032025189\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.08666229248045,\n              43.87537561373266\n            ],\n            [\n              -88.08666229248045,\n              43.95674218266099\n            ],\n            [\n              -87.98486709594727,\n              43.95674218266099\n            ],\n            [\n              -87.98486709594727,\n              43.87537561373266\n            ],\n            [\n              -88.08666229248045,\n              43.87537561373266\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db63593f","contributors":{"authors":[{"text":"McLeod, R.S.","contributorId":7283,"corporation":false,"usgs":true,"family":"McLeod","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":200201,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29319,"text":"wri8014 - 1980 - A comparison of analog and digital modeling techniques for simulating three-dimensional ground-water flow on Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri8014","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-14","title":"A comparison of analog and digital modeling techniques for simulating three-dimensional ground-water flow on Long Island, New York","docAbstract":"A three-dimensional electric-analog model of the Long Island, NY , groundwater system constructed by the U.S. Geological Survey in the early 1970 's was used as the basis for developing a digital, three-dimensional finite-difference model. The digital model was needed to provide faster modifications and more rapid solutions to water-management questions. Results generated by the two models are depicted as potentiometric-surface maps of the upper glacial and Magothy aquifers. Results compare favorably for all parts of Long Island except the northwestern part, where hydrologic discontinuities are most prevalent and which the two models represent somewhat differently. The mathematical and hydrologic principles used in development of ground-water models, and the procedures for calibration and acceptance, are presented in nontechnical terms. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8014","usgsCitation":"Reilly, T.E., and Harbaugh, A.W., 1980, A comparison of analog and digital modeling techniques for simulating three-dimensional ground-water flow on Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 80-14, v, 40 p. :ill., maps ;29 cm., https://doi.org/10.3133/wri8014.","productDescription":"v, 40 p. :ill., maps ;29 cm.","costCenters":[],"links":[{"id":118893,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0014/report-thumb.jpg"},{"id":58160,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0014/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b1071","contributors":{"authors":[{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":201341,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harbaugh, Arlen W. harbaugh@usgs.gov","contributorId":426,"corporation":false,"usgs":true,"family":"Harbaugh","given":"Arlen","email":"harbaugh@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":201340,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30598,"text":"wri8020 - 1980 - Bibliography of geology and hydrology, southwestern New Mexico","interactions":[],"lastModifiedDate":"2020-11-04T17:09:33.976592","indexId":"wri8020","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-20","title":"Bibliography of geology and hydrology, southwestern New Mexico","docAbstract":"<p><span>The southwestern part of New Mexico is recognized as a source of </span><span>abundant and varied natural resources. This bibliography of over </span><span>2,700 references concerned with geology, hydrology, chemistry, and </span><span>geography has been compiled to assist physical science researchers in </span><span>their study and development of this region. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8020","usgsCitation":"Wright, A.F., 1980, Bibliography of geology and hydrology, southwestern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 80-20, iv, 255 p., https://doi.org/10.3133/wri8020.","productDescription":"iv, 255 p.","costCenters":[],"links":[{"id":161423,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0020/report-thumb.jpg"},{"id":380134,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.05029296875,\n              31.3348710339506\n            ],\n            [\n              -104.21630859375,\n              31.3348710339506\n            ],\n            [\n              -104.21630859375,\n              35.25459097465022\n            ],\n            [\n              -109.05029296875,\n              35.25459097465022\n            ],\n            [\n              -109.05029296875,\n              31.3348710339506\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4814e4b07f02db4dac3d","contributors":{"authors":[{"text":"Wright, Ann Finley","contributorId":99196,"corporation":false,"usgs":true,"family":"Wright","given":"Ann","email":"","middleInitial":"Finley","affiliations":[],"preferred":false,"id":203515,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30270,"text":"wri8067 - 1980 - Physical environment and hydrologic characteristics of coal-mining areas in Missouri","interactions":[],"lastModifiedDate":"2012-09-21T17:16:41","indexId":"wri8067","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-67","title":"Physical environment and hydrologic characteristics of coal-mining areas in Missouri","docAbstract":"Hydrologic information for the north-central and western coal-mining regions of Missouri is needed to define the hydrologic system in these areas of major historic and planned coal development. This report describes the physical setting, climate, coal-mining practices, general hydrologic system, and the current (1980) hydrologie data base in these two coal-mining regions. Streamflow in both mining regions is poorly sustained. Stream water quality generally varies with location and the magnitude of coal-mining activity in a watershed. Streams in non coal-mining areas generally have dissolved-solids concentrations less than 400 milligrams per liter. Acid-mine drainage has seriously affected some streams by reducing the pH to less than 4.0 and increasing the dissolved-solids concentrations to greater than 1,000 milligrams per liter. This has resulted in fish kills in some instances. Ground-water movement is impeded both laterally and vertically in both mining regions, especially in western Missouri, because of the low hydraulic conductivity of the rocks of Pennsylvanian age. The quality of ground water varies widely depending on location and depth. Ground water commonly contains high concentrations of iron and sulfate, and dissolved-solids concentrations generally are greater than 1,000 milligrams per liter.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Rolla, MO","doi":"10.3133/wri8067","usgsCitation":"Vaill, J.E., and Barks, J.H., 1980, Physical environment and hydrologic characteristics of coal-mining areas in Missouri: U.S. Geological Survey Water-Resources Investigations Report 80-67, iii, 33 p., https://doi.org/10.3133/wri8067.","productDescription":"iii, 33 p.","numberOfPages":"40","costCenters":[{"id":395,"text":"Missouri Water Resources Division","active":false,"usgs":true}],"links":[{"id":159325,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":262010,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0067/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -95.7,36 ], [ -95.7,40.583333333333336 ], [ -89.1,40.583333333333336 ], [ -89.1,36 ], [ -95.7,36 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a3d","contributors":{"authors":[{"text":"Vaill, J. E.","contributorId":86362,"corporation":false,"usgs":true,"family":"Vaill","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202964,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barks, James H.","contributorId":73569,"corporation":false,"usgs":true,"family":"Barks","given":"James","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":202963,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30557,"text":"wri8099 - 1980 - Hydrologic setting of wetlands in the Cottonwood Lake area, Stutsman County, North Dakota","interactions":[],"lastModifiedDate":"2018-03-13T11:20:09","indexId":"wri8099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-99","title":"Hydrologic setting of wetlands in the Cottonwood Lake area, Stutsman County, North Dakota","docAbstract":"<p>Because of growing interest in the role of lakes and wetlands in the hydrology of the prairie environment, a group of wetlands in the Cottonwood Lake area, Stutsman County, are being instrumented for long-term hydrologic studies. The study site is on a regional topographic high near the eastern edge of the Missouri Coteau and is underlain by more than 400 feet of glacial drift, largely clayey, silty till. Long-term climatic data indicate the study area is in a water deficient area mean annual evaporation exceeds mean annual precipitation by about 18 inches.</p><p>Different methods are being used for comparison of measurements and estimates of each hydrologic component interacting with the lakes and wetlands. For example, for 3 months during 1979, estimates of precipitation for the study site using data collected at National Weather Service stations differed from that measured by a recording gage at the study site by several tenths of an inch for 14-day totals and differed by more than 0.5 inch for individual storms. </p><p>Numerical-simulation analysis of regional ground-water flow systems show the study site is situated in a regional recharge area, but local groundwater flow systems can discharge to lakes and wetlands within the recharge area. Instrumentation at the study site shows a complex interrelationship of wetlands and ground water. Based on data for 1979 only, some wetlands appear to recharge ground water, some wetlands are flow-through types where ground water enters one side and surface water seeps into the ground on the other side, and some wetlands are discharge points for ground water. Further, these interrelationships vary throughout the year.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8099","usgsCitation":"Winter, T.C., and Carr, M.R., 1980, Hydrologic setting of wetlands in the Cottonwood Lake area, Stutsman County, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 80-99, vi, 42 p., https://doi.org/10.3133/wri8099.","productDescription":"vi, 42 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":125109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0099/report-thumb.jpg"},{"id":59323,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Dakota","county":"Stutsman County","otherGeospatial":"Cottonwood Lake","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-99.2669,47.3268],[-98.8466,47.327],[-98.8392,47.327],[-98.8232,47.3272],[-98.8152,47.3271],[-98.4991,47.327],[-98.467,47.3266],[-98.4677,47.2402],[-98.4685,46.9788],[-98.4412,46.9789],[-98.4396,46.6296],[-98.7894,46.6294],[-99.0379,46.6309],[-99.1616,46.6317],[-99.4122,46.6316],[-99.4498,46.6319],[-99.4477,46.8044],[-99.4476,46.9788],[-99.4821,46.9795],[-99.4824,47.0089],[-99.4822,47.0162],[-99.4821,47.0249],[-99.4826,47.0396],[-99.4827,47.1558],[-99.4801,47.3267],[-99.2669,47.3268]]]},\"properties\":{\"name\":\"Stutsman\",\"state\":\"ND\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e9ce","contributors":{"authors":[{"text":"Winter, Thomas C.","contributorId":84736,"corporation":false,"usgs":true,"family":"Winter","given":"Thomas","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203451,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carr, Mark R.","contributorId":70786,"corporation":false,"usgs":true,"family":"Carr","given":"Mark","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203450,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28684,"text":"wri8016 - 1980 - Plan of study for the Northern Atlantic Coastal Plain Regional Aquifer System Analysis","interactions":[],"lastModifiedDate":"2012-09-20T17:16:39","indexId":"wri8016","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-16","title":"Plan of study for the Northern Atlantic Coastal Plain Regional Aquifer System Analysis","docAbstract":"Sediments of Cretaceous to Holocene age compose the Northern Atlantic Coastal Plain aquifer system in an area of 50,000 square miles in parts of New York, New Jersey, Delaware, Maryland, Virginia, and North Carolina. The aquifer system is a major source of water supply in the area. About 1.4 billion gallons is withdrawn from its aquifers each day. Increasing withdrawal of ground water has created or intensified several problems such as declining water levels, development of large cones of depression, saltwater intrusion, spreading of ground-water contamination, and land subsidence. The U.S. Geological Survey has begun a comprehensive study that will define the geology, hydrology, and geochemistry of the aquifer system. The effects of future utilization of the aquifer system will be determined and alternative plans for water withdrawal will be evaluated through computer simulation modeling. This report describes the objectives, organization, and work plans of the study, and describes the work to be accomplished in each U.S. Geological Survey District of the study area.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Trenton, NJ","doi":"10.3133/wri8016","usgsCitation":"Meisler, H., 1980, Plan of study for the Northern Atlantic Coastal Plain Regional Aquifer System Analysis: U.S. Geological Survey Water-Resources Investigations Report 80-16, iii; 27 p., https://doi.org/10.3133/wri8016.","productDescription":"iii; 27 p.","numberOfPages":"32","onlineOnly":"Y","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":159067,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_80_16.gif"},{"id":261986,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/1980/16/","linkFileType":{"id":5,"text":"html"}},{"id":261987,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/16/pdf/wrir80-16.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Delaware;Maryl;New Jersey;North Carolina;Virginia","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -81,33.666666666666664 ], [ -81,41.333333333333336 ], [ -71.66666666666667,41.333333333333336 ], [ -71.66666666666667,33.666666666666664 ], [ -81,33.666666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68564d","contributors":{"authors":[{"text":"Meisler, Harold","contributorId":34103,"corporation":false,"usgs":true,"family":"Meisler","given":"Harold","email":"","affiliations":[],"preferred":false,"id":200227,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28753,"text":"wri8041 - 1980 - Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976","interactions":[],"lastModifiedDate":"2019-11-01T12:04:14","indexId":"wri8041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-41","title":"Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976","docAbstract":"<p>Statistical summaries of streamflow data for selected stream-gaging and crest-stage gage sites are presented in this report to aid in appraising the hydrology of the Yellowstone River basin, Montana. Streamflow records presented for 45 gaging stations and 45 crest-stage gages for the period of record. Streamflow record collection in the Yellowstone River basin began in 1889. For each gaging station selected for this report, a brief description is given for station location, drainage area , period of record, revisions of previously published records, type and history of gages, regulation and diversions, and extremes of discharge. These data are followed by tables of monthly and annual flow statistics, high-flow and low-flow frequency data, flood-frequency data, flow-duration information, and for natural-flow sites selected basin characteristics. For each crest-stage gage, the brief description consists of location, drainage area, period of record, and type and history of gage. This information is followed by tables of flood-frequency data and selected basin characteristics.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8041","usgsCitation":"Moore, L.G., and Shields, R.R., 1980, Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976: U.S. Geological Survey Water-Resources Investigations Report 80-41, vi, 67 p. , https://doi.org/10.3133/wri8041.","productDescription":"vi, 67 p. 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,{"id":28668,"text":"wri8025 - 1980 - Aquifer tests in the Gallup Sandstone near Yah-ta-hey, New Mexico","interactions":[],"lastModifiedDate":"2019-11-06T15:16:46","indexId":"wri8025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-25","title":"Aquifer tests in the Gallup Sandstone near Yah-ta-hey, New Mexico","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8025","usgsCitation":"McLean, J., 1980, Aquifer tests in the Gallup Sandstone near Yah-ta-hey, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 80-25, vi, 25 p. , https://doi.org/10.3133/wri8025.","productDescription":"vi, 25 p. ","costCenters":[],"links":[{"id":158360,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0025/report-thumb.jpg"},{"id":369019,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1980/0025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","city":"Yah-ta-hey","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -108.78833770751953,\n              35.62074465310117\n            ],\n            [\n              -108.77117156982422,\n              35.62074465310117\n            ],\n            [\n              -108.77117156982422,\n              35.632465305793744\n            ],\n            [\n              -108.78833770751953,\n              35.632465305793744\n            ],\n            [\n              -108.78833770751953,\n              35.62074465310117\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f23","contributors":{"authors":[{"text":"McLean, J. S.","contributorId":48589,"corporation":false,"usgs":true,"family":"McLean","given":"J. S.","affiliations":[],"preferred":false,"id":200200,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30153,"text":"wri8033 - 1980 - Ground-water hydrology of the Dade City area, Pasco County, Florida, with emphasis on the hydrologic effects of pumping from the Floridan aquifer","interactions":[],"lastModifiedDate":"2022-02-02T21:47:06.379487","indexId":"wri8033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-33","title":"Ground-water hydrology of the Dade City area, Pasco County, Florida, with emphasis on the hydrologic effects of pumping from the Floridan aquifer","docAbstract":"<p>The Dade City area, northeast Pasco County, Florida, is an area of about 260 square miles. Of the approximately 32 million gallons per day pumped from the Floridan aquifer in the area in 1975, about 16 million gallons per day were pumped from an area of about 0.25 square miles by a citrus processing plant. There are essentially two producing zones in the Floridan aquifer in the Dade City area. The upper zone is from about 10 feet above to about 150 feet below National Geodetic Vertical Datum of 1929 , and the lower zone from about 300 to about 500 feet below NGVD of 1929. There is evidence of hydraulic interconnection of the upper and lower zones of the Floridan aquifer. This appears to be highly significant in terms of the geohydrology of the Floridan aquifer in the area, particularly with regard to its ground-water flow pattern, water quality, and aquifer hydraulic characteristics. In the immediate vicinity of the citrus processing plant, aquifer transmissivity may range from 200,000 to as much as 400,000 feet squared per day. It is probable the Floridan is only semiconfined in the immediate vicinity of the citrus processing plant. High aquifer transmissivity in the area is the reason why there are only a few feet of drawdown of the Floridan 's potentiometric level even near the center of the well field.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8033","usgsCitation":"Tibbals, C.H., Anderson, W., and Laughlin, C.P., 1980, Ground-water hydrology of the Dade City area, Pasco County, Florida, with emphasis on the hydrologic effects of pumping from the Floridan aquifer: U.S. Geological Survey Water-Resources Investigations Report 80-33, vi, 64 p., https://doi.org/10.3133/wri8033.","productDescription":"vi, 64 p.","costCenters":[],"links":[{"id":276452,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0033/report.pdf"},{"id":160096,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0033/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Pasco County","city":"Dade City","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.3333,\n              28.2167\n            ],\n            [\n              -82.0833,\n              28.2167\n            ],\n            [\n              -82.0833,\n              28.4833\n            ],\n            [\n              -82.3333,\n              28.4833\n            ],\n            [\n              -82.3333,\n              28.2167\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667614","contributors":{"authors":[{"text":"Tibbals, C. H.","contributorId":76316,"corporation":false,"usgs":true,"family":"Tibbals","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":202775,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, Warren","contributorId":7712,"corporation":false,"usgs":true,"family":"Anderson","given":"Warren","affiliations":[],"preferred":false,"id":202774,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":202773,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29344,"text":"wri8018 - 1980 - Ground water in the Piedmont Upland of central Maryland","interactions":[],"lastModifiedDate":"2019-11-14T14:46:16","indexId":"wri8018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-18","title":"Ground water in the Piedmont Upland of central Maryland","docAbstract":"Aquifers in a 130-square-mile area of the central Maryland and Piedmont, are shown to be the sole or principal source of water. The study area is underlain chiefly by crystalline rocks and partly by unaltered sandstones and siltstones. The groundwater is derived from local precipitation and generally occurs under water-table conditions. Its movement is restricted by the lack of interconnected openings, and most groundwater occurs within 300 feet of the land surface. Hydrographs indicate no long-term change in groundwater storage. A few wells yield more than 100 gallons per minute, but about 70% of 286 inventoried wells yield 10 gallons per minute or less; most specific capacities are less than 1.0 gallon per minute per foot. The groundwater quality is generally satisfactory without treatment and there are no known widespread pollution problems. Estimated daily figures on groundwater use are as follows; 780,000 gallons for domestic purposes; 55,000 for commercial purposes; and 160,000 for public supply. Although part of the area is served by an existing surface-water supply and could be served by possible extension of those and other public-supply water mains, much of the rural population is dependent on the groundwater available from private wells tapping the single aquifer that underlies any given location. Neither the groundwater conditions nor this dependence on individual wells is unique to the study area, but, rather, applies to the entire Piedmont province. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8018","usgsCitation":"Richardson, C.A., 1980, Ground water in the Piedmont Upland of central Maryland: U.S. Geological Survey Water-Resources Investigations Report 80-18, v, 42 p., https://doi.org/10.3133/wri8018.","productDescription":"v, 42 p.","costCenters":[],"links":[{"id":159625,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0018/report-thumb.jpg"},{"id":369230,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Maryland","otherGeospatial":"Piedmont Upland","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.3876953125,\n              38.997841307500714\n            ],\n            [\n              -75.948486328125,\n              38.997841307500714\n            ],\n            [\n              -75.948486328125,\n              39.57182223734374\n            ],\n            [\n              -77.3876953125,\n              39.57182223734374\n            ],\n            [\n              -77.3876953125,\n              38.997841307500714\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0ae4b07f02db69d572","contributors":{"authors":[{"text":"Richardson, Claire A.","contributorId":33299,"corporation":false,"usgs":true,"family":"Richardson","given":"Claire","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201380,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30445,"text":"wri808 - 1980 - Analysis of stream quality in the Yampa River Basin, Colorado and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri808","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-8","title":"Analysis of stream quality in the Yampa River Basin, Colorado and Wyoming","docAbstract":"Historic data show no significant water-temperature changes since 1951 for the Little Snake or Yampa Rivers, the two major streams of the Yampa River basin in Colorado and Wyoming. Regional analyses indicate that harmonic-mean temperature is negatively correlated with altitude. No change in specific conductance since 1951 was noted for the Little Snake River; however, specific conductance in the Yampa River has increaed 14 % since that time and is attributed to increased agricultural and municipal use of water. Site-specific relationships between major inorganic constituents and specific conductance for the Little Snake and Yampa Rivers were similar to regional relationships developed from both historic and recent (1975) data. These relationships provide a means for estimating concentrations of major inorganic constituents from specific conductance, which is easily measured. Trace-element and nutrient data collected from August 1975 through September 1976 at 92 sites in the Yampa River basin indicate that water-quality degradation occurred upstream from 3 sites. The degradation resulted from underground drainage from pyritic materials that probably are associated with coal at one site, discharge from powerplant cooling-tower blowdown water at a second site, and runoff from a small watershed containing a gas field at the third site. Ambient concentrations of dissolved and total iron and manganese frequently exceeded proposed Colorado water-quality standards. The concentrations of many dissolved and total trace elements and nutrients were greatest during March 1976. These were associated with larger suspended-sediment concentrations and smaller pH values than at other times of the year. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri808","usgsCitation":"Wentz, D.A., and Steele, T.D., 1980, Analysis of stream quality in the Yampa River Basin, Colorado and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 80-8, viii, 161 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri808.","productDescription":"viii, 161 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":124098,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0008/report-thumb.jpg"},{"id":59228,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0008/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db6801c9","contributors":{"authors":[{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":203266,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Steele, Timothy Doak","contributorId":88723,"corporation":false,"usgs":true,"family":"Steele","given":"Timothy","email":"","middleInitial":"Doak","affiliations":[],"preferred":false,"id":203267,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29535,"text":"wri7921 - 1980 - Selected chemical quality characteristics in streams of Kentucky, 1970-1975","interactions":[],"lastModifiedDate":"2019-07-26T10:20:28","indexId":"wri7921","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-21","title":"Selected chemical quality characteristics in streams of Kentucky, 1970-1975","docAbstract":"Generalized maps of average dissolved solids, hardness and nitrate concentrations of water in streams throughout Kentucky were prepared from data collected at more than 100 sites from 1970 to 1975. Average dissolved solids concentrations seldom exceed 250 milligrams per liter. Hardness, mostly of calcium magnesium origin, generally ranges from 60 to 180 milligrams per liter. Average nitrate concentrations exceed 2 milligrams per liter at most of the sites. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7921","usgsCitation":"Santos, J., 1980, Selected chemical quality characteristics in streams of Kentucky, 1970-1975: U.S. Geological Survey Water-Resources Investigations Report 79-21, 1 Plate: 35.75 x 13.85 inches, https://doi.org/10.3133/wri7921.","productDescription":"1 Plate: 35.75 x 13.85 inches","costCenters":[],"links":[{"id":365978,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0021/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159734,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0021/report-thumb.jpg"}],"country":"United States","state":"Kentucky","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.56054687499999,\n              36.527294814546245\n            ],\n            [\n              -82.001953125,\n              36.527294814546245\n            ],\n            [\n              -82.001953125,\n              39.027718840211605\n            ],\n            [\n              -89.56054687499999,\n              39.027718840211605\n            ],\n            [\n              -89.56054687499999,\n              36.527294814546245\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fa79f","contributors":{"authors":[{"text":"Santos, J.F.","contributorId":81148,"corporation":false,"usgs":true,"family":"Santos","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":201677,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28772,"text":"wri8062 - 1980 - Three-dimensional digital-computer model of the Ferron sandstone aquifer near Emery, Utah","interactions":[],"lastModifiedDate":"2020-11-04T18:21:19.053438","indexId":"wri8062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-62","title":"Three-dimensional digital-computer model of the Ferron sandstone aquifer near Emery, Utah","docAbstract":"<p><span>A three-dimensional finite-difference computer model of the Ferron sand-</span><span>stone aquifer was used to simulate ground-water flow in the Emery coal field </span><span>in east-central Utah. The model also was used to predict the effects of pro-</span><span>posed surface mining and the resulting mine dewatering on potentiometric sur-</span><span>faces of the aquifer. The model was calibrated in a steady-state simulation </span><span>using water levels and manmade discharges from the aquifer that were measured </span><span>during 1979. Too few data were available to verify the calibrated model in a </span><span>transient-state simulation with historical aquifer response to manmade dis-</span><span>charges. Predictions made with the model are considered to be semiquantita</span><span>tive. Discharge from the proposed surface mine was predicted to average 0.3 </span><span>cubic foot per second during the 15 years of operation. Drawdowns of 5 feet </span><span>in the potentiometric surface of the aquifer were predicted to extend as much </span><span>as 3 miles from the proposed mine after 15 years of operation. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8062","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Morrissey, D.J., Lines, G.C., and Bartholoma, S.D., 1980, Three-dimensional digital-computer model of the Ferron sandstone aquifer near Emery, Utah: U.S. Geological Survey Water-Resources Investigations Report 80-62, iv, 101 p., https://doi.org/10.3133/wri8062.","productDescription":"iv, 101 p.","costCenters":[],"links":[{"id":159623,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0062/report-thumb.jpg"},{"id":380168,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.54830932617188,\n              38.725161847874716\n            ],\n            [\n              -111.258544921875,\n              38.725161847874716\n            ],\n            [\n              -111.258544921875,\n              38.94018471320357\n            ],\n            [\n              -111.54830932617188,\n              38.94018471320357\n            ],\n            [\n              -111.54830932617188,\n              38.725161847874716\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b89c","contributors":{"authors":[{"text":"Morrissey, Daniel J.","contributorId":89875,"corporation":false,"usgs":true,"family":"Morrissey","given":"Daniel","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200372,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200371,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bartholoma, Scott D.","contributorId":39408,"corporation":false,"usgs":true,"family":"Bartholoma","given":"Scott","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":200370,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29670,"text":"wri8070 - 1980 - Quality of urban runoff, Tecolote Creek drainage area, San Diego County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri8070","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-70","title":"Quality of urban runoff, Tecolote Creek drainage area, San Diego County, California","docAbstract":"The quality of storm runoff from a 9.2-square-mile urbanized watershed, Tecolote Creek, San Diego County, Calif., was studied during nine storms from September 1976 through May 1977. Specific conductance reached 2,100 micromhos and total residue concentrations reached 2,770 milligrams per liter. The chemical oxygen demand concentration in 95% of the samples exceeded 50 milligrams per liter, a concentration that may be sufficient to cause severe oxygen depletion in areas of the receiving water, Mission Bay. Lead concentrations in all samples exceeded concentrations thought to affect some aquatic organisms. Median total nitrogen and total orthophosphorus concentrations were far in excess of concentrations known to cause nuisance growth of algae in lakes. Fecal coliform bacteria concentrations greatly exceeded recommended levels for primary contact recreation water. Concentrations of pesticides--heptachlor, malathion, chlordane, DDT, diazinon, and dieldrin--frequently exceeded the recommended maximums for marine or freshwater aquatic systems. Total loads of selected constituents are calculated and may be used to estimate the impact of runoff on the receiving water. (USGS)","language":"ENGLISH","publisher":"Water Resources Division, U.S. Geological Survey,","doi":"10.3133/wri8070","usgsCitation":"Setmire, J.G., and Bradford, W.L., 1980, Quality of urban runoff, Tecolote Creek drainage area, San Diego County, California: U.S. Geological Survey Water-Resources Investigations Report 80-70, iv, 33 p. :ill., 1 col. map ;28 cm., https://doi.org/10.3133/wri8070.","productDescription":"iv, 33 p. :ill., 1 col. map ;28 cm.","costCenters":[],"links":[{"id":160465,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db6517c4","contributors":{"authors":[{"text":"Setmire, James G.","contributorId":105284,"corporation":false,"usgs":true,"family":"Setmire","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201929,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradford, Wesley L.","contributorId":95451,"corporation":false,"usgs":true,"family":"Bradford","given":"Wesley","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201928,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29014,"text":"wri8096 - 1980 - PHREEQE : a computer program for geochemical calculations","interactions":[],"lastModifiedDate":"2018-03-21T15:16:43","indexId":"wri8096","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-96","title":"PHREEQE : a computer program for geochemical calculations","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8096","usgsCitation":"Parkhurst, D.L., Thorstenson, D.C., and Plummer, N., 1980, PHREEQE : a computer program for geochemical calculations: U.S. Geological Survey Water-Resources Investigations Report 80-96, v, 210 p. :ill. ;28 cm., https://doi.org/10.3133/wri8096.","productDescription":"v, 210 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118906,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0096/report-thumb.jpg"},{"id":57879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0096/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689e5b","contributors":{"authors":[{"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":200790,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thorstenson, Donald C.","contributorId":107323,"corporation":false,"usgs":true,"family":"Thorstenson","given":"Donald","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200792,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"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":200791,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30178,"text":"wri8066 - 1980 - Water quality of four lakes in Lakeville, Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T11:41:43","indexId":"wri8066","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-66","title":"Water quality of four lakes in Lakeville, Minnesota","docAbstract":"<p>Water-quality characteristics were determined for four selected lakes to provide background data for evaluating changes that may occur in the lakes because of urbanization. Precipitation of calcium carbonate is suggested by high pH values and a decrease in the calcium concentration when magnesium, sodium, and chloride concentrations increase. Pollution is indicated by chloride concentrations that increased from 18 to 57 milligrams per liter in 1978. The eutrophic state of the lakes is suggested by dissolved oxygen supersaturated near the surface and less than 0.1 milligram per liter near the deepest parts of the lakes. Determination of the trophic state of the lakes provided trophic state indices as high as 69-2. Phosphorus concentrations were significantly higher in two of the lakes sampled. <i>Anacystic</i> and <i>Oscillatoria</i> were the dominant phytoplankton genera. Phytoplankton blooms occurred throughout the year with the highest sampled concentration yielding 890,000 cells per milliliter.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri8066","collaboration":"Prepared in cooperation with the city of Lakeville, Minnesota","usgsCitation":"Tornes, L., and Have, M., 1980, Water quality of four lakes in Lakeville, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 80-66, vii, 51 p., https://doi.org/10.3133/wri8066.","productDescription":"vii, 51 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":95831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0066/report.pdf","size":"3941","linkFileType":{"id":1,"text":"pdf"}},{"id":159485,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0066/report-thumb.jpg"}],"country":"United States","state":"Minnesota","city":"Lakeville","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.333333,\n              44.733333\n            ],\n            [\n              -93.333333,\n              44.633333\n            ],\n            [\n              -93.25,\n              44.633333\n            ],\n            [\n              -93.25,\n              44.733333\n            ],\n            [\n              -93.333333,\n              44.733333\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adfe4b07f02db687858","contributors":{"authors":[{"text":"Tornes, L. H.","contributorId":103675,"corporation":false,"usgs":true,"family":"Tornes","given":"L. H.","affiliations":[],"preferred":false,"id":202813,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Have, M.R.","contributorId":79115,"corporation":false,"usgs":true,"family":"Have","given":"M.R.","affiliations":[],"preferred":false,"id":202812,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28841,"text":"wri8045 - 1980 - An analysis of the magnitude and frequency of floods on Oahu, Hawaii","interactions":[],"lastModifiedDate":"2019-07-09T12:30:22","indexId":"wri8045","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-45","title":"An analysis of the magnitude and frequency of floods on Oahu, Hawaii","docAbstract":"An analysis of available peak-flow data for the island of Oahu, Hawaii, was made by using multiple regression techniques which related flood-frequency data to basin and climatic characteristics for 74 gaging stations on Oahu. In the analysis, several different groupings of stations were investigated, including divisions by geographic location and size of drainage area. The grouping consisting of two leeward divisions and one windward division produced the best results. Drainage basins ranged in area from 0.03 to 45.7 square miles. Equations relating flood magnitudes of selected frequencies to basin characteristics were developed for the three divisions of Oahu. These equations can be used to estimate the magnitude and frequency of floods for any site, gaged or ungaged, for any desired recurrence interval from 2 to 100 years. Data on basin characteristics, flood magnitudes for various recurrence intervals from individual station-frequency curves, and computed flood magnitudes by use of the regression equation are tabulated to provide the needed data. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8045","usgsCitation":"Nakahara, R.H., 1980, An analysis of the magnitude and frequency of floods on Oahu, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 80-45, vi, 20 p. , https://doi.org/10.3133/wri8045.","productDescription":"vi, 20 p. ","costCenters":[],"links":[{"id":365381,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158933,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0045/report-thumb.jpg"}],"country":"United States","state":"Hawaii","otherGeospatial":"Oahu","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -158.3294677734375,\n              21.22794190505815\n            ],\n            [\n              -157.598876953125,\n              21.22794190505815\n            ],\n            [\n              -157.598876953125,\n              21.739091217718574\n            ],\n            [\n              -158.3294677734375,\n              21.739091217718574\n            ],\n            [\n              -158.3294677734375,\n              21.22794190505815\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685930","contributors":{"authors":[{"text":"Nakahara, R. H.","contributorId":77516,"corporation":false,"usgs":true,"family":"Nakahara","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":200491,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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