No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf605A","usgsCitation":"Campbell, K.J., 1974, Map showing unconsolidated materials, Northfield quadrangle, Massachusetts-New Hampshire-Vermont: U.S. Geological Survey Miscellaneous Field Studies Map 605, 1 Plate: 20.81 × 35.10 inches, https://doi.org/10.3133/mf605A.","productDescription":"1 Plate: 20.81 × 35.10 inches","costCenters":[],"links":[{"id":184792,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":398363,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_3722.htm"},{"id":276415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0605a/plate-1.pdf"}],"scale":"24000","country":"United States","state":"Massachusetts. New Hampshire, Vermont","otherGeospatial":"Northfield quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -72.5,\n 42.625\n ],\n [\n -72.375,\n 42.625\n ],\n [\n -72.375,\n 42.75\n ],\n [\n -72.5,\n 42.75\n ],\n [\n -72.5,\n 42.625\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0de4b07f02db69f008","contributors":{"authors":[{"text":"Campbell, K. J.","contributorId":50046,"corporation":false,"usgs":true,"family":"Campbell","given":"K.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":261361,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":59163,"text":"mf586A - 1974 - Map showing unconsolidated materials, Willimantic quadrangle, Connecticut","interactions":[],"lastModifiedDate":"2022-04-07T21:55:11.563464","indexId":"mf586A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"586","chapter":"A","title":"Map showing unconsolidated materials, Willimantic quadrangle, Connecticut","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf586A","usgsCitation":"Clebnik, S.M., 1974, Map showing unconsolidated materials, Willimantic quadrangle, Connecticut: U.S. Geological Survey Miscellaneous Field Studies Map 586, 1 Plate: 22.44 × 33.90 inches, https://doi.org/10.3133/mf586A.","productDescription":"1 Plate: 22.44 × 33.90 inches","costCenters":[],"links":[{"id":398364,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_3697.htm"},{"id":272441,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0586a/plate-1.pdf"},{"id":180476,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"24000","country":"United States","state":"Connecticut","otherGeospatial":"Willimantic quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -72.125,\n 41.75\n ],\n [\n -72.25,\n 41.75\n ],\n [\n -72.25,\n 41.625\n ],\n [\n -72.125,\n 41.625\n ],\n [\n -72.125,\n 41.75\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0ce4b07f02db69ef29","contributors":{"authors":[{"text":"Clebnik, S. M.","contributorId":59111,"corporation":false,"usgs":true,"family":"Clebnik","given":"S.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":261556,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":59353,"text":"mf584 - 1974 - Fence diagram showing lithologic facies of the Sadlerochit Formation (Permian and Lower Triassic), northeastern Alaska","interactions":[],"lastModifiedDate":"2023-04-05T18:44:07.343275","indexId":"mf584","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"584","title":"Fence diagram showing lithologic facies of the Sadlerochit Formation (Permian and Lower Triassic), northeastern Alaska","docAbstract":"A fence diagram of the Sadlerochit Formation, the major reservoir rock in the Prudhoe Bay oil field, is presented for about 20,000 square miles of northeastern Alaska. Thirty reference points were used in constructing the diagram, 27 are outcrop sections measured in detail between 1969 and 1972, and 4 are well logs of oil wells drilled in recent years.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf584","usgsCitation":"Detterman, R.L., 1974, Fence diagram showing lithologic facies of the Sadlerochit Formation (Permian and Lower Triassic), northeastern Alaska: U.S. Geological Survey Miscellaneous Field Studies Map 584, 1 Plate: 31.92 x 23.99 inches, https://doi.org/10.3133/mf584.","productDescription":"1 Plate: 31.92 x 23.99 inches","costCenters":[],"links":[{"id":415277,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0584/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":182646,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/0584/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"northeastern Alaska","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -149,69 ], [ -149,70 ], [ -143,70 ], [ -143,69 ], [ -149,69 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fde4b07f02db5f5ca7","contributors":{"authors":[{"text":"Detterman, Robert L.","contributorId":71526,"corporation":false,"usgs":true,"family":"Detterman","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":261847,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26835,"text":"wri7419 - 1974 - Limnological study of Lake Shastina, Siskiyou County, California","interactions":[],"lastModifiedDate":"2018-10-29T14:34:49","indexId":"wri7419","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-19","title":"Limnological study of Lake Shastina, Siskiyou County, California","docAbstract":"Lake Shastina provides water for irrigation in Shasta Valley, as well as recreation. Presently, its shoreline is being developed for summer homes. Surface water constituted more than 90 percent of the approximately 50,000 acre-foot (62-cubic hectometre) inflow to Lake Shastina in the 1972 water year. Controlled outflow is via the Montague Main Canal; however, leakage from the lake through volcanic rocks to the northwest was estimated to be greater than the measured outflow. Appreciable annual changes in the quantity of water in storage in the lake are related mainly to variations in annual inflow.
From June through August the lake was thermally stratified. In the spring and summer the epilimnion was often supersaturated with oxygen, while at the same time the hypolimnion was undersaturated and 'often devoid of dissolved oxygen. Vertical stratification of carbon dioxide, carbonate, bicarbonate, hydrogen ion, nitrogen, and phosphorus was also recorded during the spring and summer. Orthophosphate, total phosphorus, and total nitrogen concentrations (organic, ammonium, and nitrate) were highest in the hypolimnion during the period of thermal stratification.
Ten-inch (25-centimetre) core samples from the reservoir bottom were chemically analyzed at 0.8-inch (2-centimetre) intervals. The concentrations ranged from 6.3 to 28.9 milligrams per gram of iron, 0.07 to 0.43 milligrams per gram of manganese, 0.4 to 2.7 milligrams per gram of organic nitrogen plus ammonium, and 0.06 to 1.3 milligrams per gram of total phosphorus. Organic matter in the cores ranged from 4 to 14 percent.
Green algae and diatoms were the dominant algal types, reaching maximum concentrations of about 7 and 30 million cells per litre, respectively. These phytoplankton occurred near the surface during thermally stratified periods, but were distributed at greater depths during nonthermally stratified periods. Blue-green algae were present only in the spring samples, and reached a maximum concentration of about 5 million cells per litre.
Zooplankton numbers were greatest in March, July, and September, with lesser concentrations in June. Three major zooplankton groups, Cladocera, Copepoda, and Rotifera, were present. The major groups of benthic organisms were Oligochaeta, Chironomidae, and Chaoborus, with numbers ranging from 3350, 890, and 8450 per square metre, respectively.
A discussion on algal control is included.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7419","usgsCitation":"Dong, A.E., Beatty, K.W., and Averett, R.C., 1974, Limnological study of Lake Shastina, Siskiyou County, California: U.S. Geological Survey Water-Resources Investigations Report 74-19, vi, 52 p., https://doi.org/10.3133/wri7419.","productDescription":"vi, 52 p.","costCenters":[],"links":[{"id":158213,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0019/report-thumb.jpg"},{"id":358911,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Siskiyou County","otherGeospatial":"Lake Shastina","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.4539566040039,\n 41.48929196487705\n ],\n [\n -122.35919952392578,\n 41.48929196487705\n ],\n [\n -122.35919952392578,\n 41.55021401530996\n ],\n [\n -122.4539566040039,\n 41.55021401530996\n ],\n [\n -122.4539566040039,\n 41.48929196487705\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a522c","contributors":{"authors":[{"text":"Dong, Alex E.","contributorId":27476,"corporation":false,"usgs":true,"family":"Dong","given":"Alex","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197089,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Beatty, Kenneth W.","contributorId":35362,"corporation":false,"usgs":true,"family":"Beatty","given":"Kenneth","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197090,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Averett, Robert C.","contributorId":27500,"corporation":false,"usgs":true,"family":"Averett","given":"Robert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197091,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26708,"text":"wri7362 - 1974 - Flood profiles and inundated areas along the Skokomish River, Washington","interactions":[],"lastModifiedDate":"2019-07-16T08:45:53","indexId":"wri7362","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"73-62","title":"Flood profiles and inundated areas along the Skokomish River, Washington","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7362","usgsCitation":"Cummans, J., 1974, Flood profiles and inundated areas along the Skokomish River, Washington: U.S. Geological Survey Water-Resources Investigations Report 73-62, iii, 20 p. , https://doi.org/10.3133/wri7362.","productDescription":"iii, 20 p. ","costCenters":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"links":[{"id":365557,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0062/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158271,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0062/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Skokomish River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -123.14343452453613,\n 47.31590104345425\n ],\n [\n -123.11648368835449,\n 47.31590104345425\n ],\n [\n -123.11648368835449,\n 47.334983720891486\n ],\n [\n -123.14343452453613,\n 47.334983720891486\n ],\n [\n -123.14343452453613,\n 47.31590104345425\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5eead7","contributors":{"authors":[{"text":"Cummans, J. E.","contributorId":24767,"corporation":false,"usgs":true,"family":"Cummans","given":"J. E.","affiliations":[],"preferred":false,"id":196860,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26707,"text":"wri7342 - 1974 - Flood profiles and inundated areas along the Lower Nisqually River, Washington","interactions":[],"lastModifiedDate":"2018-11-02T14:08:49","indexId":"wri7342","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"73-42","title":"Flood profiles and inundated areas along the Lower Nisqually River, Washington","docAbstract":"Nisqually River flood profiles, covering the reach from near the river mouth to river mile 6.4, were developed in a 2-year field study (1970-72) as part of a continuing program with the State of Washington Department of Ecology. The main channel of the reach will convey without overflow discharges as large as about 21,000 cubic feet per second, which have a 6-year recurrence interval. The banks in some areas will be overtopped at 25,500 cubic feet per second, which has a 13-year recurrence interval. The areas where overbank flooding will first occur, and water-surface profiles of a 3.4-year and 100-year flood were determined for six flood-profile stations. The largest flood for which data are available was that of December 1933; the approximate area that would be presently inundated by such a flood is shown. Alder and La Grande Reservoirs can reduce the magnitude of lower annual flood peaks downstream to some extent, but insufficient data are available to predict their effects on very large floods.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7342","usgsCitation":"Cummans, J., 1974, Flood profiles and inundated areas along the Lower Nisqually River, Washington: U.S. Geological Survey Water-Resources Investigations Report 73-42, iii, 9 p., https://doi.org/10.3133/wri7342.","productDescription":"iii, 9 p.","costCenters":[],"links":[{"id":158369,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":" https://pubs.usgs.gov/wri/1973/0042/report-thumb.jpg"},{"id":359120,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0042/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Washington","otherGeospatial":"Lower Nisqually River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.67,\n 47.0833\n ],\n [\n -122.7083,\n 47.0833\n ],\n [\n -122.7083,\n 47.0417\n ],\n [\n -122.67,\n 47.0417\n ],\n [\n -122.67,\n 47.0833\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eeb50","contributors":{"authors":[{"text":"Cummans, J. E.","contributorId":24767,"corporation":false,"usgs":true,"family":"Cummans","given":"J. E.","affiliations":[],"preferred":false,"id":196859,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26895,"text":"wri7417 - 1974 - Hydrologic analysis of the Mojave River, California, using a mathematical model","interactions":[],"lastModifiedDate":"2018-10-29T14:32:18","indexId":"wri7417","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-17","title":"Hydrologic analysis of the Mojave River, California, using a mathematical model","docAbstract":"The channel of the Mojave Rive'r in California is normally dry and is highly permeable over much of its length, and large quantities of water from natural floodflows in the channel infiltrate through the channel bed to the underlying ground-water body. From 1930 to 1972 only 18 floods at The Forks produced flow at Barstow, 55 miles (88 kilometres) downstream from The Forks. Peak discharges at Barstow from these floods ranged from 180 cubic feet per second (5 cubic metres per second) in 1967 to 64,300 cubic feet per second (1,820 cubic metres per second) in 1938. Total stream infiltration, primarily as ground-water recharge, ranged from 3,600 acre-feet (4.40 cubic hectometres) in 1935 to 50,400 acre-feet (62.1 cubic hectometres) in 1969 between The Forks and Victorville and from about 7,000 acre-feet (8.61 cubic hectometres) in 1935 to 128,000 acre-feet (158 cubic hectometres) in 1969 between Victorville and Barstow.
The Mojave Water Agency is considering the use of the channel of the river to convey water imported from northern California through Silverwood Reservoir (5 miles or 8 kilometres upstream from The Forks) downstream to the Barstow area. The imported water would be used to replenish aquifers underlying the Barstow area. A mathematical model was developed that simulates the advance of discharge down the initially dry channel of the Mojave River, and the model was used to evaluate the potential of the channel to move imported water downstream to Barstow.
Results of simulation by modeling indicate that the channel of the Mojave River can be used to efficiently convey imported water to Barstow only when the absorption capacity of the channel has been reduced by an antecedent flood. The volume of imported water that can reach Barstow depends on the volume and duration of the antecedent flood, on the volume of imported water released trom Silverwood Reservoir, and on the rate at which imported water is released. A release of 20,000 acre-feet (24.6 cubic hectometres) of imported water may produce at Barstow a maximum volume of imported water of 2,500, 8,000, 11,000, or 15,000 acre-feet (3.08, 9.86, 13.6, or 18.4 cubic hectometres) for a release rate of 500, 750, 1,000, or 2,000 cubic feet per second (14.2, 21.2, 28.3, or 56.8 cubic metres per second).
For planning purposes in evaluating some of the hydraulic effects of recharge on the aquifer, a simulation of the aquifer near the Barstow area using an electrical analog model showed that a combination of no pumping and a yearly recharge of 5,000 acre-feet (6.17 cubic hectometres) for 10 years could raise ground-water levels at least 10 feet (3 metres) over an area of about 10 square miles (25 square kilometres). To obtain the water-level changes due to the combined effects of pumping and recharge, the above water-level changes should be superimposed on the separate effects of pumping.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7417","usgsCitation":"Durbin, T.J., and Hardt, W.F., 1974, Hydrologic analysis of the Mojave River, California, using a mathematical model: U.S. Geological Survey Water-Resources Investigations Report 74-17, v, 50 p., https://doi.org/10.3133/wri7417.","productDescription":"v, 50 p.","costCenters":[],"links":[{"id":157467,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0017/report-thumb.jpg"},{"id":358909,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Mojave River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -117.42187500000001,\n 34.26289150646404\n ],\n [\n -117.00576782226562,\n 34.26289150646404\n ],\n [\n -117.00576782226562,\n 34.91521472314689\n ],\n [\n -117.42187500000001,\n 34.91521472314689\n ],\n [\n -117.42187500000001,\n 34.26289150646404\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611900","contributors":{"authors":[{"text":"Durbin, Timothy J.","contributorId":63373,"corporation":false,"usgs":true,"family":"Durbin","given":"Timothy","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197204,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hardt, W. F.","contributorId":12455,"corporation":false,"usgs":true,"family":"Hardt","given":"W.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197203,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26846,"text":"wri7430 - 1974 - Predictive modeling of effects of the planned Kindred Lake on ground-water levels and discharge, southeastern North Dakota","interactions":[],"lastModifiedDate":"2018-02-16T16:16:14","indexId":"wri7430","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-30","title":"Predictive modeling of effects of the planned Kindred Lake on ground-water levels and discharge, southeastern North Dakota","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7430","usgsCitation":"Downey, J.S., and Paulson, Q., 1974, Predictive modeling of effects of the planned Kindred Lake on ground-water levels and discharge, southeastern North Dakota: U.S. Geological Survey Water-Resources Investigations Report 74-30, v, 22 p., https://doi.org/10.3133/wri7430.","productDescription":"v, 22 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":157333,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e7cf","contributors":{"authors":[{"text":"Downey, J. S.","contributorId":100013,"corporation":false,"usgs":true,"family":"Downey","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":197107,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Paulson, Q.F.","contributorId":107259,"corporation":false,"usgs":true,"family":"Paulson","given":"Q.F.","email":"","affiliations":[],"preferred":false,"id":197108,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26622,"text":"wri748 - 1974 - Low-flow characteristics of streams in the Willapa Bay drainages, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:20","indexId":"wri748","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-8","title":"Low-flow characteristics of streams in the Willapa Bay drainages, Washington","language":"ENGLISH","publisher":"U. S. Geological Survey, Water Resources Division,","doi":"10.3133/wri748","usgsCitation":"Collings, M.R., and Hidaka, F.T., 1974, Low-flow characteristics of streams in the Willapa Bay drainages, Washington: U.S. Geological Survey Water-Resources Investigations Report 74-8, iii, 16 p. :ill., folded map ;27 cm., https://doi.org/10.3133/wri748.","productDescription":"iii, 16 p. :ill., folded map ;27 cm.","costCenters":[],"links":[{"id":157207,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648701","contributors":{"authors":[{"text":"Collings, Michael R.","contributorId":48570,"corporation":false,"usgs":true,"family":"Collings","given":"Michael","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196727,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hidaka, Frank T.","contributorId":107316,"corporation":false,"usgs":true,"family":"Hidaka","given":"Frank","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":196728,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27815,"text":"wri745 - 1974 - Evaluation of a proposed connector well, northeastern DeSoto County, Florida","interactions":[],"lastModifiedDate":"2022-01-07T20:04:40.846205","indexId":"wri745","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-5","title":"Evaluation of a proposed connector well, northeastern DeSoto County, Florida","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri745","usgsCitation":"Hutchinson, C.B., and Wilson, W.E., 1974, Evaluation of a proposed connector well, northeastern DeSoto County, Florida: U.S. Geological Survey Water-Resources Investigations Report 74-5, vi, 41 p., https://doi.org/10.3133/wri745.","productDescription":"vi, 41 p.","costCenters":[],"links":[{"id":394051,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49063.htm"},{"id":56651,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0005/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119958,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0005/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"DeSoto County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.6667,\n 27.2083\n ],\n [\n -81.5667,\n 27.2083\n ],\n [\n -81.5667,\n 27.2917\n ],\n [\n -81.6667,\n 27.2917\n ],\n [\n -81.6667,\n 27.2083\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faed9","contributors":{"authors":[{"text":"Hutchinson, C. B.","contributorId":94655,"corporation":false,"usgs":true,"family":"Hutchinson","given":"C.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198729,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, William Edward","contributorId":82321,"corporation":false,"usgs":true,"family":"Wilson","given":"William","email":"","middleInitial":"Edward","affiliations":[],"preferred":false,"id":198728,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27883,"text":"wri7425 - 1974 - Lakes Marion-Moultrie stream system investigation: Part I- Model selection, calibration, and error analysis","interactions":[],"lastModifiedDate":"2019-12-05T08:44:58","indexId":"wri7425","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-25","title":"Lakes Marion-Moultrie stream system investigation: Part I- Model selection, calibration, and error analysis","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7425","usgsCitation":"Jeffcoat, H.H., Jennings, M.E., and Peterson, J.B., 1974, Lakes Marion-Moultrie stream system investigation: Part I- Model selection, calibration, and error analysis: U.S. Geological Survey Water-Resources Investigations Report 74-25, vii, 55 p. , https://doi.org/10.3133/wri7425.","productDescription":"vii, 55 p. ","costCenters":[],"links":[{"id":158774,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0025/report-thumb.jpg"},{"id":369947,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","otherGeospatial":"Lakes Marion-Moultrie","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.595703125,\n 33.201924189778936\n ],\n [\n -79.95574951171875,\n 33.201924189778936\n ],\n [\n -79.95574951171875,\n 33.69006708322201\n ],\n [\n -80.595703125,\n 33.69006708322201\n ],\n [\n -80.595703125,\n 33.201924189778936\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b429c","contributors":{"authors":[{"text":"Jeffcoat, Hillary H.","contributorId":18401,"corporation":false,"usgs":true,"family":"Jeffcoat","given":"Hillary","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":198841,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jennings, Marshall E.","contributorId":55813,"corporation":false,"usgs":true,"family":"Jennings","given":"Marshall","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198842,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peterson, Johannes B.","contributorId":61863,"corporation":false,"usgs":true,"family":"Peterson","given":"Johannes","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198843,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26894,"text":"wri7341 - 1974 - Digital simulation of the effects of urbanization on runoff in the upper Santa Ana Valley, California","interactions":[],"lastModifiedDate":"2018-10-29T14:33:31","indexId":"wri7341","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"73-41","title":"Digital simulation of the effects of urbanization on runoff in the upper Santa Ana Valley, California","docAbstract":"The Stanford Watershed Model was used to simulate the effects of urbanization on the discharge from five drainage basins in the upper Santa Ana Valley, an area with an average annual precipitation of 15 inches. The drainage basins ranged in size from 3.72 to 83.4 square miles. Using the model, synthetic records of streamflow for each basin were generated to represent various degrees of urban development. Examination of the synthetic records indicated that urbanization has the following effects on streamflow in the area:
Low-flow characteristics of Wisconsin streams at 415 sewage -treatment plants are presented in this report. The low-flow characteristics presented are the annual minimum 7-day mean flow that occurs on the average of once in 2 years (Q7, 2) and the annual minimum 7 -day mean flow that occurs on the average of once in 10 years (Q7, 10).
\nThe low-flow characteristics at most sewage-treatment plants were determined by correlating base-flow measurements at the sewage- treatment plants to the concurrent daily mean flow at continuous-record gaging stations in the area. The Q7, 2 and Q7, 10 discharges determined by a frequency analysis at the continuous-record gaging stations were used to estimate the Q7, 2 and Q7,10 at the sewage-treatment plants. For some sewage-treatment plants the low-flow characteristics were also determined by frequency analysis at nearby continuous -record gaging stations or correlation analysis at nearby low-flow, partial-record stations.
\nThe accuracy of the estimated low-flow characteristics is evaluated according to the type and amount of data available used to determine the low-flow characteristics. The accuracy determined by the standard error of estimate for the 10-year low flow (SE10) ranged from 18 percent at continuous -record gaging stations to 70 percent when only three base-flow measurements were available.
\nThe SE10 of 70 percent is larger than anticipated when the project was initiated. This was the result of extremely poor base-flow conditions during the 2-year data-collection period.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648656","contributors":{"authors":[{"text":"Gebert, W.A.","contributorId":71555,"corporation":false,"usgs":true,"family":"Gebert","given":"W.A.","email":"","affiliations":[],"preferred":false,"id":197822,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Holmstrom, B. K.","contributorId":90728,"corporation":false,"usgs":true,"family":"Holmstrom","given":"B.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197823,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27039,"text":"wri7358 - 1974 - Mathematical model of San Juan Valley ground-water basin, San Benito County, California","interactions":[],"lastModifiedDate":"2018-10-30T15:09:54","indexId":"wri7358","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"73-58","title":"Mathematical model of San Juan Valley ground-water basin, San Benito County, California","docAbstract":"A mathematical model study of the San Juan Valley ground-water basin in San Benito County, Calif., has quantitatively described the ground-water hydrology of the basin under past, present, and future conditions of development. An analysis of conditions in the basin prior to large-scale ground-water development indicates that net recharge equaled 9.23 cubic feet per second and occurred as subsurface flow to the eastern part of the basin and infiltration of rain, direct runoff, and minor streamflows. Net predevelopment discharge equaled 9.23 cubic feet per second and occurred as aquifer discharge to the San Benito River. The 9.23 cubic feet per second of predevelopment recharge is considered to be perennial recharge to the basin.
Large-scale ground-water development occurred in the area during the period 1945-68 and caused water levels to decline throughout most of the basin. Progressive depletion of aquifer storage during this period changed the San Benito River from a gaining (perennial) stream to a losing stream along most of its reach in the basin area. Net discharge from the basin during the period 1945-68 averaged 18.10 cubic feet per second. Of this amount 17.82 cubic feet per second occurred as pumpage from wells, and
0.28 cubic foot per second occurred as basin discharge to the San Benito River. Net recharge to the basin during the same period averaged 13.57 cubic feet per second. Of this amount 4.34 cubic feet per second occurred as infiltration from the San Benito River and 9.23 cubic feet per second occurred as perennial recharge.
Use of the calibrated mathematical model to simulate quantities of imported water entering the basin from the San Benito River indicates that water levels in San Juan Valley will stabilize or recover when additional recharge equals or exceeds 3,000 acre-feet per year.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7358","usgsCitation":"Faye, R.E., 1974, Mathematical model of San Juan Valley ground-water basin, San Benito County, California: U.S. Geological Survey Water-Resources Investigations Report 73-58, iv, 39 p., https://doi.org/10.3133/wri7358.","productDescription":"iv, 39 p.","costCenters":[],"links":[{"id":358981,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0058/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158582,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0058/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Benito County","otherGeospatial":"San Juan Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.5833,\n 36.4167\n ],\n [\n -121.4167,\n 36.4167\n ],\n [\n -121.4167,\n 36.5833\n ],\n [\n -121.5833,\n 36.5833\n ],\n [\n -121.5833,\n 36.4167\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60ffbb","contributors":{"authors":[{"text":"Faye, Robert E.","contributorId":92221,"corporation":false,"usgs":true,"family":"Faye","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197452,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27849,"text":"wri743 - 1974 - A water-quality reconnaissance of Big Bear Lake, San Bernardino County, California, 1972-1973","interactions":[],"lastModifiedDate":"2025-09-26T19:56:01.138971","indexId":"wri743","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-3","title":"A water-quality reconnaissance of Big Bear Lake, San Bernardino County, California, 1972-1973","docAbstract":"A water-quality reconnaissance study of the Big Bear Lake area in southern California was made by the U.S. Geological Survey from April 1972 through April 1973. The primary purpose of the study was to measure the concentration and distribution of selected primary nutrients, organic carbon, dissolved oxygen, phytoplankton, and water temperature in the lake. Estimates of the nitrogen, phosphorus, and silica loading to the lake from surface-water tributaries and precipitation were also made.
Results of the study indicate that Big Bear Lake is moderately eutrophic, at least in regard to nitrogen, phosphorus, and organic content. Nitrate was found in either trace concentrations or below detectable limits; however, ammonia nitrogen was usually detected in concentrations greater than 0.05 milligrams per liter. Orthophosphate phosphorus was detected in mean concentrations ranging from 0.01 to 0.05 milligrams per liter. Organic nitrogen and phosphorus were also detected in measurable concentrations.
Seasonal levels of dissolved oxygen indicated that the nutrients and other controlling factors were optimum for relatively high primary productivity. However, production varied both seasonally and areally in the lake. Primary productivity seemed highest in the eastern and middle parts of the lake. The middle and western parts of the lake exhibited severe oxygen deficits in the deeper water during the warmer summer months of June and July 1972.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri743","usgsCitation":"Irwin, G.A., and Lemons, M., 1974, A water-quality reconnaissance of Big Bear Lake, San Bernardino County, California, 1972-1973: U.S. Geological Survey Water-Resources Investigations Report 74-3, v, 40 p., https://doi.org/10.3133/wri743.","productDescription":"v, 40 p.","costCenters":[],"links":[{"id":158611,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0003/report-thumb.jpg"},{"id":358908,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0003/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"San Bernardino County","otherGeospatial":"Big Bear Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -117.00714111328125,\n 34.214357361365884\n ],\n [\n -116.8234634399414,\n 34.214357361365884\n ],\n [\n -116.8234634399414,\n 34.29636658456932\n ],\n [\n -117.00714111328125,\n 34.29636658456932\n ],\n [\n -117.00714111328125,\n 34.214357361365884\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d87","contributors":{"authors":[{"text":"Irwin, George A.","contributorId":35363,"corporation":false,"usgs":true,"family":"Irwin","given":"George","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198777,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lemons, Michael","contributorId":24390,"corporation":false,"usgs":true,"family":"Lemons","given":"Michael","email":"","affiliations":[],"preferred":false,"id":198776,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27698,"text":"wri7331 - 1974 - Evaluating pollution potential of land-based waste disposal, Santa Clara County, California: An application of earth-science data for planning","interactions":[],"lastModifiedDate":"2022-05-23T18:43:18.310967","indexId":"wri7331","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"73-31","title":"Evaluating pollution potential of land-based waste disposal, Santa Clara County, California: An application of earth-science data for planning","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7331","usgsCitation":"Hines, W.G., 1974, Evaluating pollution potential of land-based waste disposal, Santa Clara County, California: An application of earth-science data for planning: U.S. Geological Survey Water-Resources Investigations Report 73-31, 21 p., https://doi.org/10.3133/wri7331.","productDescription":"21 p.","costCenters":[],"links":[{"id":120051,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0031/report-thumb.jpg"},{"id":400904,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49055.htm"},{"id":56548,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0031/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Santa Clara County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.2028,\n 36.8928\n ],\n [\n -121.2033,\n 36.8928\n ],\n [\n -121.2033,\n 37.4761\n ],\n [\n -122.2028,\n 37.4761\n ],\n [\n -122.2028,\n 36.8928\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db6297dc","contributors":{"authors":[{"text":"Hines, Walter G.","contributorId":100360,"corporation":false,"usgs":true,"family":"Hines","given":"Walter","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":198555,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27221,"text":"wri7421 - 1974 - Land-surface subsidence in the area of Burnett, Scott, and Crystal Bays near Baytown, Texas","interactions":[],"lastModifiedDate":"2016-08-05T15:01:40","indexId":"wri7421","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-21","title":"Land-surface subsidence in the area of Burnett, Scott, and Crystal Bays near Baytown, Texas","docAbstract":"Removal of water, oil, and gas from the subsurface in Harris County has caused declines in fluid pressures, which in turn have resulted in subsidence of the land surface. Subsidence in the area of Burnett, Scott, and Crystal Bays near Baytown is becoming critical because much of the area is now subject to inundation by high tides.
\nProduction of oil and gas from the Goose Creek Field on the southeast edge of Baytown had caused as much as 3.25 feet (1 meter) of subsidence by 1925. The subsidence due to oil and gas production is restricted to the area of production and has not extended to the area of Burnett, Scott, and Crystal Bays.
\nWithdrawals of water from large-capacity industrial wells, which resulted in declines in artesian pressure, began about 1918. As much as 280 feet (85.3 meters) of artesian-head decline has occurred in the Evangeline aquifer, and as much as 320 feet (97.5 meters) of artesianhead decline has occurred in the Alta Lorna Sand of Rose (1943). Significant subsidence of the land surface probably began about 1920 or later and as much as 8.2 feet (2.5 meters) of subsidence had occurred in the area by 1973.
\nThe study of subsidence in the area of the three bays included the collection of undisturbed clay samples for laboratory analyses, collection of water-level records, and installation and monitoring of pressure transducers in clays and of observation wells in sands.
\nProbable future subsidence was calculated for two loading situations. Case I provided that the artesian head in both the Alta Lorna Sand and Evangeline aquifer would continue to decline at a rate of 6 feet (1.8 meters) per year until 1980 and then cease. Case II provided that artesian head in the Alta Lorna Sand would continue to decline at a rate of about 6 feet (1.8 meters) per year until about 1995, when the potentiometric surface would reach the top of the Alta Lorna Sand. The artesian head in the Evangeline aquifer would also decline about 6 feet (1.8 meters) per year until 1995.
\nThe ultimate subsidence expected for the assumed conditions of case I and case II is 11.4 feet (3.47 meters) and 15.1 feet (4.60 meters), respectively. However, only 1.4 feet (0.43 meter) of subsidence below present land surface would occur if artesian heads were maintained at their present levels.
\nTo halt subsidence in the near future, artesian head must be increased, either by decreasing pumpage or by repressurization by artificial recharge.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri7421","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Gabrysch, R., and Bonnet, C., 1974, Land-surface subsidence in the area of Burnett, Scott, and Crystal Bays near Baytown, Texas: U.S. Geological Survey Water-Resources Investigations Report 74-21, vi, 48 p., https://doi.org/10.3133/wri7421.","productDescription":"vi, 48 p.","numberOfPages":"54","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":258622,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0021/report.pdf","size":"4583","linkFileType":{"id":1,"text":"pdf"}},{"id":258623,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0021/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Burnett Bay, Crystal Bay, Scott Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.23223876953125,\n 29.642707550904415\n ],\n [\n -95.23223876953125,\n 29.858510452312036\n ],\n [\n -94.9273681640625,\n 29.858510452312036\n ],\n [\n -94.9273681640625,\n 29.642707550904415\n ],\n [\n -95.23223876953125,\n 29.642707550904415\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf59","contributors":{"authors":[{"text":"Gabrysch, R.K.","contributorId":105691,"corporation":false,"usgs":true,"family":"Gabrysch","given":"R.K.","affiliations":[],"preferred":false,"id":197757,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bonnet, C.W.","contributorId":44535,"corporation":false,"usgs":true,"family":"Bonnet","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":197756,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26655,"text":"wri7410 - 1974 - Water quality in Rhode River at Smithsonian Institution Pier near Annapolis, Maryland, April 1970 through December 1973","interactions":[],"lastModifiedDate":"2018-10-30T09:47:14","indexId":"wri7410","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-10","title":"Water quality in Rhode River at Smithsonian Institution Pier near Annapolis, Maryland, April 1970 through December 1973","docAbstract":"Water temperature, salinity (computed from specific conductance data), turbidity, dissolved oxygen, pH, and water level data were collected by a continuously recording water quality monitor located in the Rhode River, at the Smithsonian Institution's pier near Annapolis, Md., from April 1970 through December 1973. Data, as presented in this report, consist of daily maximum and minimum values summarized by week to give weekly averages and extremes.
Temperatures showed an overall range from 0.7 to 32.6°C. The water temperature data indicate successively warmer winters. Salinity ranged from
1.05 to 14.03 parts per thousand. In June 1972, salinity dropped markedly as fresh water from tropical storm Agnes entered the Rhode River from Chesapeake Bay. Most of the fresh water entering upper Chesapeake Bay as a result of tropical storm Agnes came from the Susquehanna River. Turbidity was usually low, averaging about 14 Jackson Turbidity Units; however, during spring and early summer of 1972, values averaged about 23 Jackson Turbidity Units. This increase in turbidity was due to the high Susquehanna River flows during that period. Extremes of turbidity ranged from about 5 to 80 Jackson Turbidity Units.
Dissolved oxygen ranged from 0.0 to 19.8 milligrams per litre. Large daily changes in oxygen indicated a high state of biological metabolism. Values of pH ranged from 6.8 to 10.1 and daily changes coincided with oxygen changes. Tide-dominated water levels had an overall range of 5.9 feet (1.8 metres) and a mean tidal range of 1.5 feet (0.46 metres).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7410","usgsCitation":"Cory, R.L., Redding, J.M., and McCullough, M.M., 1974, Water quality in Rhode River at Smithsonian Institution Pier near Annapolis, Maryland, April 1970 through December 1973: U.S. Geological Survey Water-Resources Investigations Report 74-10, v, 67 p., https://doi.org/10.3133/wri7410.","productDescription":"v, 67 p.","costCenters":[],"links":[{"id":358931,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0010/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0010/report-thumb.jpg"}],"country":"United States","state":"Maryland","otherGeospatial":"Rhode River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.55,\n 38.8583\n ],\n [\n -76.5083,\n 38.8583\n ],\n [\n -76.5083,\n 38.9\n ],\n [\n -76.55,\n 38.9\n ],\n [\n -76.55,\n 38.8583\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9afa","contributors":{"authors":[{"text":"Cory, Robert L.","contributorId":77967,"corporation":false,"usgs":true,"family":"Cory","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196783,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Redding, J. Michael","contributorId":100028,"corporation":false,"usgs":true,"family":"Redding","given":"J.","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":196785,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McCullough, Martha M.","contributorId":81530,"corporation":false,"usgs":true,"family":"McCullough","given":"Martha","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196784,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27977,"text":"wri7441 - 1974 - Application of statistical techniques to the estimation of ground-water withdrawals in northwestern Kansas","interactions":[],"lastModifiedDate":"2017-12-06T13:16:59","indexId":"wri7441","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-41","title":"Application of statistical techniques to the estimation of ground-water withdrawals in northwestern Kansas","docAbstract":"This study was made to determine the accuracy of using readily available data with certain statistical techniques to estimate ground-water withdrawals in western Kansas. The data used in the investigation were from a sample of wells chosen from the total inventoried irrigation wells in nine counties in northwestern Kansas; they can be considered as being typical of the data generally available in western Kansas.
The hypothesis that each of three physical characteristics of the wells had the same distribution in the sample as in the total population was accepted at the 95 percent significance level. These characteristics (saturated thickness of the aquifer, depth to water below land surface, and reported well yield) were assumed to be related to the withdrawal of the wells, and the sample was considered to be representative of the total population in regard to ground-water withdrawals.
Metered withdrawal values for the wells in the test area were not available, so derived withdrawals were obtained by using power-conversion coefficients to convert power records to pumpage. The power-conversion coefficient is the ratio of values obtained in short simultaneous measurements of power use and discharge for a well.
Trend-surface and multiple-regression analyses were performed on the power-conversion coefficients themselves and on the pumpage per irrigated acre derived from the coefficients. The equations developed using the available data proved to be poor tools for estimating withdrawals.
In the analyses, all the expected relationships appeared to be either very weak or non-existent. The expected relations may actually be weak; however, a more likely conclusion is drawn that the withdawal values, which have been derived using the power-conversion coefficients and the available data, do not reflect the true withdrawals.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7441","usgsCitation":"Kastner, W.M., 1974, Application of statistical techniques to the estimation of ground-water withdrawals in northwestern Kansas: U.S. Geological Survey Water-Resources Investigations Report 74-41, iv, 11 p., https://doi.org/10.3133/wri7441.","productDescription":"iv, 11 p.","numberOfPages":"18","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":158978,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0041/report-thumb.jpg"},{"id":349794,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-102.0475,39.5689],[-102.0476,39.5737],[-102.0485,40.0039],[-101.8612,40.0039],[-101.7787,40.0039],[-101.6233,40.0042],[-101.5453,40.0043],[-101.4107,40.0045],[-101.3694,40.0043],[-101.3224,40.0042],[-101.299,40.0042],[-101.0006,40.0037],[-100.7597,40.0033],[-100.7568,40.0033],[-100.7399,40.0033],[-100.6854,40.0033],[-100.1946,40.0028],[-100.1919,40.0028],[-100.1784,40.0028],[-100.1793,39.9144],[-100.1797,39.8287],[-100.1807,39.7407],[-100.181,39.6541],[-100.1814,39.5675],[-100.1635,39.5673],[-100.1639,39.4793],[-100.1637,39.3927],[-100.1635,39.3062],[-100.1638,39.2187],[-100.1642,39.1321],[-100.1488,39.1318],[-100.1543,38.6966],[-100.2481,38.6976],[-100.4687,38.6988],[-100.5772,38.6997],[-100.5973,38.7003],[-100.6882,38.7037],[-100.8168,38.7032],[-101.1293,38.7001],[-101.485,38.7002],[-101.5694,38.7004],[-102.0455,38.6953],[-102.0461,39.0456],[-102.0463,39.1339],[-102.0475,39.5689]]]},\"properties\":{\"name\":\"Cheyenne\",\"state\":\"KS\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a7a9","contributors":{"authors":[{"text":"Kastner, William M.","contributorId":66285,"corporation":false,"usgs":true,"family":"Kastner","given":"William","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":198998,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28391,"text":"wri746 - 1974 - Movement and dispersion of soluble materials in Salem Creek, Muddy Creek, and Yadkin River between Winston-Salem and Salisbury, North Carolina","interactions":[],"lastModifiedDate":"2018-11-16T09:55:04","indexId":"wri746","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-6","title":"Movement and dispersion of soluble materials in Salem Creek, Muddy Creek, and Yadkin River between Winston-Salem and Salisbury, North Carolina","docAbstract":"Wastes entering the Yadkin River from the Winston-Salem area, particularly during heavy rains, resulted in several major fish kills in the late 1960's and early 1970's. The actions undertaken to solve this problem, included the collection of data on the time of travel and dispersion characteristics of the tributaries draining the Winston-Salem area and of the main stem of the Yadkin below their confluence.
Fluorescent dye was used to simulate the movement of waterborne wastes under four different flow conditions over a reach of about 41 miles (66 kilometers) beginning at the sewage-treatment plant on Salem Creek and ending on the Yadkin River at High Rock Lake near Salisbury. Total travel time for the entire reach ranges from about 28 hours during periods of high streamflow to about 47 hours during periods of low flow. A soluble substance released as a slug at the sewage-treatment plant disperses longitudinally and laterally as it moves downstream. Longitudinal dispersion, expressed as the time required for a substance released as a slug at the sewage-treatment plant to pass a downstream point, ranges from about 8 hours at the upper end of High Rock Lake during periods of high flow to about 15 hours during periods of low flow. The rate of lateral dispersion also depends on the rate of flow of the Yadkin. During high-flow conditions wastes entering the Yadkin from Winston-Salem disperse across the river in a few miles. Under low-flow conditions lateral dispersion is still incomplete more than 10 miles (16 kilometers) downstream.
Longitudinal dispersion casues the maximum concentrations resulting from slug injections to decrease significantly as the traveltime increases. A relation is presented so the maximum concentration can be estimated at any location downstream from a point of injection at flow rates between about 80 and 500 cubic feet per second (2 and 14 cubic meters per second) at the Muddy Creek gaging station and between about 1,500 and 10,000 cubic feet per second (42 and 280 cubic meters per second) at the Yadkin College gaging station.
Water entering the Yadkin River from Muddy Creek during low-flow periods does not completely disperse laterally for more than 10 miles (16 kilometers) below the confluence, but, when the Yadkin River discharge is above 5,000 cubic feet per second (140 cubic meters per second), lateral mixing is complete within a few miles below the confluence.
","language":"English","publisher":"U. S. Geological Survey","doi":"10.3133/wri746","usgsCitation":"Lindskov, K., 1974, Movement and dispersion of soluble materials in Salem Creek, Muddy Creek, and Yadkin River between Winston-Salem and Salisbury, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 74-6, iv, 26 p., https://doi.org/10.3133/wri746.","productDescription":"iv, 26 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":359496,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0006/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159381,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0006/report-thumb.jpg"}],"country":"United States","state":"North Carolina","city":"Salisburg, Winston-Salem","otherGeospatial":"Muddy Creek, Salem Creek, Yadkin River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.1667,\n 35.70693497582502\n ],\n [\n -80.1667,\n 36\n ],\n [\n -80.5,\n 36\n ],\n [\n -80.5,\n 35.70693497582502\n ],\n [\n -80.1667,\n 35.70693497582502\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4802","contributors":{"authors":[{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":199719,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28266,"text":"wri7361 - 1974 - Water-resources data collected in the Devils Hole area, Nevada, 1972-1973","interactions":[],"lastModifiedDate":"2019-07-16T08:37:36","indexId":"wri7361","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"73-61","title":"Water-resources data collected in the Devils Hole area, Nevada, 1972-1973","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7361","usgsCitation":"Larson, J.D., 1974, Water-resources data collected in the Devils Hole area, Nevada, 1972-1973: U.S. Geological Survey Water-Resources Investigations Report 73-61, v, 14 p. , https://doi.org/10.3133/wri7361.","productDescription":"v, 14 p. ","costCenters":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"links":[{"id":159591,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0061/report-thumb.jpg"},{"id":365554,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0061/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Nevada","otherGeospatial":"Devils Hole area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.29577636718749,\n 36.42418314739194\n ],\n [\n -116.28908157348633,\n 36.42418314739194\n ],\n [\n -116.28908157348633,\n 36.429707997599614\n ],\n [\n -116.29577636718749,\n 36.429707997599614\n ],\n [\n -116.29577636718749,\n 36.42418314739194\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4f5e","contributors":{"authors":[{"text":"Larson, J. D.","contributorId":83084,"corporation":false,"usgs":true,"family":"Larson","given":"J.","middleInitial":"D.","affiliations":[],"preferred":false,"id":199497,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27181,"text":"wri7426 - 1974 - Flood-hazard study, 100-year stage for Baldwin Lake, San Bernardino County, California","interactions":[],"lastModifiedDate":"2019-03-29T11:24:46","indexId":"wri7426","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-26","title":"Flood-hazard study, 100-year stage for Baldwin Lake, San Bernardino County, California","docAbstract":"Shoreline features that represent former high-water stages on Baldwin Lake are found at 10 different altitudes that range from 6,700 to 6,713 feet (2,042 to 2,046 metres). Stage frequencies were assigned to the stages, but the date of formation of the features could be determined only for the most recent shorelines.
Stage-frequency analysis involving 39 years of observed annual maximum stage record of the lake and an additional 40 years of synthetic record of annual maximum stage, based on a precipitation-stage relation, resulted in an estimate of 6,710.7 feet (2,045 metres) for lake altitude corresponding to a 100-year flood.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7426","collaboration":"Prepared in cooperation with the San Bernardino County Flood Control District","usgsCitation":"French, J.J., and Busby, M., 1974, Flood-hazard study, 100-year stage for Baldwin Lake, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 74-26, iv, 18 p., https://doi.org/10.3133/wri7426.","productDescription":"iv, 18 p.","costCenters":[],"links":[{"id":157964,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0026/report-thumb.jpg"},{"id":362532,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0026/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"San Bernardino County","otherGeospatial":"Baldwin Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.83685302734375,\n 34.257074561809326\n ],\n [\n -116.78792953491211,\n 34.257074561809326\n ],\n [\n -116.78792953491211,\n 34.29367205056199\n ],\n [\n -116.83685302734375,\n 34.29367205056199\n ],\n [\n -116.83685302734375,\n 34.257074561809326\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7488","contributors":{"authors":[{"text":"French, James J.","contributorId":103651,"corporation":false,"usgs":true,"family":"French","given":"James","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197701,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Busby, Mark W.","contributorId":83099,"corporation":false,"usgs":true,"family":"Busby","given":"Mark W.","affiliations":[],"preferred":false,"id":197700,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}