Laguna La Torrecilla, Laguna de Pinones, Laguna San Jose, and Laguna del Condado, in the San Juan, Puerto Rico area, are located within a metropolitan area of more than 1 million people. Bathymetric maps made during the study, in 1973, showed that Lagunas La Torrecilla, San Jose, and del Condado have been modified by dredging and filling; whereas, Laguna de Pinones has remained in a near natural state. Laguna La Torrecilla has been dredged to a depth, in places, of about 18 meters, and Lagunas San Jose and del Condado, in places to about 11 meters. Dredging in the San Juan lagoons has been harmful, beneficial, and in a few instances has had little or no noticeable effect on the water quality. Usually, dredging in the connecting canals has been beneficial if the water entering the lagoons through the canals was of better quality than the water in the lagoon. Dredging in the mouths of lagoons has been beneficial; whereas, filling or blocking the mouths has been harmful.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7638","usgsCitation":"Ellis, S.R., 1976, History of dredging and filling of lagoons in the San Juan area, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 76-38, iv, 25 p., https://doi.org/10.3133/wri7638.","productDescription":"iv, 25 p.","costCenters":[],"links":[{"id":55848,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0038/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124192,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0038/report-thumb.jpg"},{"id":394128,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35054.htm"}],"country":"United States","state":"Puerto Rico","city":"San Juan","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -66.083,\n 18.417\n ],\n [\n -65.95,\n 18.417\n ],\n [\n -65.95,\n 18.467\n ],\n [\n -66.083,\n 18.467\n ],\n [\n -66.083,\n 18.417\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db68849b","contributors":{"authors":[{"text":"Ellis, S. R.","contributorId":103278,"corporation":false,"usgs":true,"family":"Ellis","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197323,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26922,"text":"wri7636 - 1976 - Sources of arsenic in streams tributary to Lake Crowley, California","interactions":[],"lastModifiedDate":"2018-11-15T11:57:48","indexId":"wri7636","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-36","title":"Sources of arsenic in streams tributary to Lake Crowley, California","docAbstract":"Lake Crowley is the largest single source of water for the city of Los Angeles. More than 50 percent of the water entering the Los Angeles-Owens River aqueduct flows through Lake Crowley. Arsenic enters Lake Crowley primarily from hot springs in Long Valley.
Sixty percent of the arsenic discharged to Lake Crowley is from hot springs in Hot Creek Gorge. The hot-spring water containing about 1,000 micrograms per litre of arsenic blends with the water flowing in the creek and is usually diluted to a concentration of about 200 micrograms per litre; additional dilution occurs downstream.
About 75 percent of the arsenic in Hot Creek is discharged from only two springs. The remaining sources of arsenic in the gorge are poorly defined seepage and flow from numerous small springs.
Other sources of arsenic in Long Valley are from either high volume and low-arsenic concentration springs, such as the springs at Hot Creek Fish Hatchery, or high-concentration and low-volume springs, such as those found in the vicinity of the Alkali lakes. These other sources individually are small in comparison with the source in Hot Creek Gorge. It seems unlikely that arsenic from these sources could cause the arsenic concentration in Lake Crowley to exceed the Environmental Protection Agency's recommended criterion (limit) for a public water supply.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7636","usgsCitation":"Eccles, L.A., 1976, Sources of arsenic in streams tributary to Lake Crowley, California: U.S. Geological Survey Water-Resources Investigations Report 76-36, iv, 39 p., https://doi.org/10.3133/wri7636.","productDescription":"iv, 39 p.","costCenters":[],"links":[{"id":359455,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0036/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158467,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0036/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Lake Crowley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.13848876953125,\n 37.55328764595765\n ],\n [\n -118.67431640625,\n 37.55328764595765\n ],\n [\n -118.67431640625,\n 37.87160128507345\n ],\n [\n -119.13848876953125,\n 37.87160128507345\n ],\n [\n -119.13848876953125,\n 37.55328764595765\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e76b8","contributors":{"authors":[{"text":"Eccles, Lawrence A.","contributorId":90274,"corporation":false,"usgs":true,"family":"Eccles","given":"Lawrence","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197250,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26963,"text":"wri7538 - 1976 - Hydrologic characteristics of lagoons at San Juan, Puerto Rico, during a January 1974 tidal cycle","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri7538","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-38","title":"Hydrologic characteristics of lagoons at San Juan, Puerto Rico, during a January 1974 tidal cycle","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7538","usgsCitation":"Ellis, S.R., and Gómez-Gómez, F., 1976, Hydrologic characteristics of lagoons at San Juan, Puerto Rico, during a January 1974 tidal cycle: U.S. Geological Survey Water-Resources Investigations Report 75-38, v, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri7538.","productDescription":"v, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118994,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0038/report-thumb.jpg"},{"id":55849,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0038/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db61164d","contributors":{"authors":[{"text":"Ellis, Sherman R.","contributorId":41010,"corporation":false,"usgs":true,"family":"Ellis","given":"Sherman","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197325,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":197324,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27944,"text":"wri7658 - 1976 - Water resources of the Myakka River basin area, southwest Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri7658","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-58","title":"Water resources of the Myakka River basin area, southwest Florida","docAbstract":"Ground water in the Myakka River basin area of southwest Floria is obtained from a water-table aquifer and from five zones in an artesian aquifer. Wells in the water-table aquifer yield generally less than 50 gpm and dissolved solids concentration is less than 500 mg/liter except in coastal areas and the peninsula southwest of the Myakka River estuary. Wells in the Venice area that tap zone 1 usually yield less than 30 gmp. The quality of water is good except in the peninsula area. Zone 2 is the most highly developed aquifer in the heavily populated coastal areas. Wells yield as much as 200 gpm. In most areas, water is of acceptable quality. Wells that tap zone 3 yield as much as 500 gmp. Fluoride concentration ranges from 1 to 3.5 mg/liter. Zone 4 yields as much as 1,500 gpm to large diameter wells. Except in the extreme northeastern part of the area water from zone 4 usually contains high concentrations of fluoride and sulfate. Zone 5 is the most productive aquifer in the area, but dissolved solids concentrations usually are too high for public supply except in the extreme northeast. Surface water derived from natural drainage is of good quality except for occasional high color in summer. Most of the streams in the Myakka River basin area have small drainage basins, are of short channel length, and do not yield high volumes of flow. During the dry season, streamflow is maintained by groundwater discharge, and, as a result, chloride, sulfate, and dissolved solids concentrations and the hardness of the water are above drinking water standards for some streams. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7658","usgsCitation":"Joyner, B.F., and Sutcliffe, H., 1976, Water resources of the Myakka River basin area, southwest Florida: U.S. Geological Survey Water-Resources Investigations Report 76-58, v, 87 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri7658.","productDescription":"v, 87 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124069,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0058/report-thumb.jpg"},{"id":56755,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0058/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478ee4b07f02db489b5a","contributors":{"authors":[{"text":"Joyner, Boyd F.","contributorId":9278,"corporation":false,"usgs":true,"family":"Joyner","given":"Boyd","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198945,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutcliffe, Horace Jr.","contributorId":96725,"corporation":false,"usgs":true,"family":"Sutcliffe","given":"Horace","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":198946,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28071,"text":"wri7672 - 1976 - Hydrology of Lake County, Florida","interactions":[],"lastModifiedDate":"2019-07-17T13:42:04","indexId":"wri7672","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-72","title":"Hydrology of Lake County, Florida","docAbstract":"Lake County includes a 1,150 square-mile area consisting of ridges, uplands, and valleys in central-peninsular Florida. About 32 percent of the county is covered by lakes, swamps, and marshes. Water requirements in 1970 averaged about 54 million gallons per day. About 85 percent of the water was obtained from wells; about 15 percent from lakes. The Floridan aquifer supplies almost all the ground water used in Lake County. Annual recharge to the Floridan aquifer averages about 7 inches over the county; runoff average 8.5 inches. The quality of ground and surface water in Lake County is in general good enough for most uses; however, the poor quality of Floridan-aquifer water in the St. John River Valley probably results from the upward movement of saline water along a fault zone. Surface water in Lake County is usually less mineralized than ground water but is more turbid and colored. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7672","usgsCitation":"Knochenmus, D.D., and Hughes, G., 1976, Hydrology of Lake County, Florida: U.S. Geological Survey Water-Resources Investigations Report 76-72, vi, 100 p. , https://doi.org/10.3133/wri7672.","productDescription":"vi, 100 p. ","costCenters":[],"links":[{"id":365650,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0072/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158023,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0072/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Lake County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-81.6413,29.3281],[-81.5813,29.2216],[-81.5588,29.1981],[-81.5449,29.187],[-81.545,29.1864],[-81.5336,29.1825],[-81.5301,29.176],[-81.524,29.1722],[-81.5202,29.1579],[-81.5138,29.1472],[-81.5093,29.1375],[-81.503,29.1245],[-81.5018,29.1116],[-81.4984,29.1032],[-81.4974,29.1],[-81.4949,29.099],[-81.4938,29.0985],[-81.4845,29.096],[-81.4804,29.095],[-81.4667,29.097],[-81.4569,29.0949],[-81.4524,29.087],[-81.4547,29.0802],[-81.454,29.0705],[-81.4454,29.0612],[-81.4367,29.055],[-81.4307,29.0466],[-81.423,29.0432],[-81.4185,29.0389],[-81.4096,29.0387],[-81.4019,29.0353],[-81.3995,29.0293],[-81.3949,29.026],[-81.3929,29.0218],[-81.387,29.0125],[-81.3824,29.0087],[-81.3794,29.0036],[-81.3761,28.9952],[-81.373,28.9933],[-81.3657,28.9931],[-81.358,28.9888],[-81.3556,28.9837],[-81.3594,28.9778],[-81.3643,28.9715],[-81.3675,28.9675],[-81.3662,28.961],[-81.3658,28.9555],[-81.3606,28.9558],[-81.3566,28.9502],[-81.3548,28.941],[-81.3535,28.9336],[-81.3528,28.9244],[-81.355,28.9194],[-81.3583,28.9131],[-81.358,28.9057],[-81.3557,28.8974],[-81.356,28.8891],[-81.3596,28.8888],[-81.3643,28.8884],[-81.366,28.8848],[-81.3672,28.8793],[-81.3695,28.8716],[-81.3738,28.8685],[-81.376,28.8653],[-81.3793,28.8594],[-81.3836,28.8526],[-81.3933,28.8441],[-81.405,28.8362],[-81.4135,28.829],[-81.4201,28.8181],[-81.4173,28.8066],[-81.4138,28.7859],[-81.5291,28.7858],[-81.5333,28.7859],[-81.5348,28.7859],[-81.5432,28.7861],[-81.6466,28.7857],[-81.6482,28.7839],[-81.6461,28.782],[-81.6448,28.7755],[-81.6465,28.7701],[-81.6486,28.7678],[-81.6544,28.7666],[-81.6585,28.7667],[-81.6586,28.69],[-81.6576,28.5953],[-81.6572,28.5925],[-81.6531,28.5906],[-81.6475,28.5845],[-81.6518,28.5791],[-81.6526,28.5708],[-81.6568,28.5691],[-81.6571,28.5378],[-81.6575,28.3756],[-81.6578,28.3471],[-81.7911,28.3463],[-81.7907,28.3619],[-81.8579,28.3619],[-81.8578,28.3463],[-81.9581,28.345],[-81.9574,28.3753],[-81.9564,28.4139],[-81.9538,28.5862],[-81.9547,28.656],[-81.9538,28.7557],[-81.9538,28.9058],[-81.9538,28.9086],[-81.9541,28.9159],[-81.954,28.9201],[-81.9541,28.96],[-81.9504,28.9599],[-81.9379,28.9602],[-81.8552,28.9595],[-81.8427,28.9597],[-81.8421,28.961],[-81.7385,28.9608],[-81.7317,28.9611],[-81.6781,28.9604],[-81.6656,28.9606],[-81.6588,28.9604],[-81.6591,28.9682],[-81.6592,29.005],[-81.6589,29.0128],[-81.6595,29.0477],[-81.6418,29.0477],[-81.6387,29.0477],[-81.641,29.1317],[-81.6415,29.2253],[-81.6414,29.2455],[-81.6415,29.2803],[-81.6413,29.2801],[-81.6413,29.3281]]]},\"properties\":{\"name\":\"Lake\",\"state\":\"FL\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6048c1","contributors":{"authors":[{"text":"Knochenmus, Darwin D.","contributorId":61043,"corporation":false,"usgs":true,"family":"Knochenmus","given":"Darwin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199171,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hughes, G.H.","contributorId":73975,"corporation":false,"usgs":true,"family":"Hughes","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":199172,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27309,"text":"wri7612 - 1976 - Results of infiltration tests near Scott City, western Kansas","interactions":[],"lastModifiedDate":"2018-11-15T11:55:18","indexId":"wri7612","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-12","title":"Results of infiltration tests near Scott City, western Kansas","docAbstract":"Several types of ring infiltrometers were used to determine infiltration rates in loessial soil near Scott City, Kansas. Test results were evaluated for consistency, and were compared with infiltration rates in the underlying loess and with hydraulic conductivities in the unsaturated zone.
Average daily infiltration rates in the Richfield soil ranged from 3 to 5 feet or 0.9 to 1.5 m (metres) after 16 days using 22-inch or 560mm (millimetre) ring infiltrometers; 2.3 feet (0.7 m) after 68 days using a 10-inch (250-mm) ring infiltrometer; and from 1.3 to 2.2 feet (0.4 to 0.7 m) after 38 days using double-ring infiltrometers. By comparison, the average daily infiltration rate in the underlying Peoria Loess using a 10-inch (250-mm) ring infiltrometer was about 13 feet (4.0 m) after 7 days.
Tests using the double-ring infiltrometer, a paraffin seal in the 22-inch (560-mm) infiltrometer, and the measurement of flow through concentric areas of the soil core indicated that leakage of water between the infiltrometer wall and the soil was not significant. Lateral movement of the wetting front extended radially 4.7 feet (1.4 m) from the infiltrometer wall.
Laboratory tests of a soil core indicated that the lowest hydraulic conductivity was in the depth interval from 3.9 to 8.6 inches (99 to 218 mm). Soil in this interval, which coincides with the depth of cultivation, evidently limits the rate of infiltration.
Air-permeability tests in the unsaturated deposits gave a hydraulic conductivity of 0.2 foot per day (0.1 m/day) for the depth interval from 57 to 75 feet (17.0 to 23.0 m) as compared to a hydraulic conductivity of 1.9 feet per day (0.6 m/day) for the depth interval from 0 to 5 feet (0 to 1.5 m). A perched water table probably would occur above this interval during prolonged infiltration.
Infiltration rates determined from the different types of ring infiltrometers were not consistent, but the tests showed that substantial quantities of water could infiltrate the Richfield soil.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7612","usgsCitation":"Gillespie, J.B., and Hargadine, G., 1976, Results of infiltration tests near Scott City, western Kansas: U.S. Geological Survey Water-Resources Investigations Report 76-12, iv, 29 p., https://doi.org/10.3133/wri7612.","productDescription":"iv, 29 p.","costCenters":[],"links":[{"id":359453,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0012/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158585,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0012/report-thumb.jpg"}],"country":"United States","state":"Kansas","city":"Scott City","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -101.11953735351562,\n 38.240337375904566\n ],\n [\n -100.70343017578125,\n 38.240337375904566\n ],\n [\n -100.70343017578125,\n 38.65119833229951\n ],\n [\n -101.11953735351562,\n 38.65119833229951\n ],\n [\n -101.11953735351562,\n 38.240337375904566\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699fc8","contributors":{"authors":[{"text":"Gillespie, Joe B.","contributorId":21194,"corporation":false,"usgs":true,"family":"Gillespie","given":"Joe","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":197893,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hargadine, G.D.","contributorId":93927,"corporation":false,"usgs":true,"family":"Hargadine","given":"G.D.","email":"","affiliations":[],"preferred":false,"id":197894,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27023,"text":"wri7676 - 1976 - Geology and ground-water resources of Camden County, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri7676","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-76","title":"Geology and ground-water resources of Camden County, New Jersey","docAbstract":"The major fresh water aquifers in Camden County, N. J., are in the unconsolidated sediments of Cretaceous and Tertiary age. The major aquifers are the sand and gravel units in the Potomac Group and the Raritan and Magothy Formations, the Cohansey Sand, the Wenonah Formation-Mount Laurel Sand, and the Englishtown Formation. The average ground-water use for Camden County was 68 million gallons per day for 1966. All of the major artesian aquifers have had potentiometric head declines due to ground-water withdrawals. The largest water-level decline occurred in the aquifer system in the Potomac Group and the Raritan and Magothy Formations. At Haddon Heights the potentiometric head declined over 110 feet from 1900 to 1968. In the aquifer in the Wenonah Formation-Mount Laurel Sand the potentiometric head declined 43 feet in about 60 years. The quality of ground water is generally good. In the southeastern portion of the county chloride concentrations in excess of 250 mg/liter occur in the Potomac-Raritan-Magothy aquifer system. The high chloride water has remained in the aquifer system from the time of deposition or has re-entered the system from the ocean after the changes in sea level. The greatest potential of future ground-water development is from the Cohansey Sand which is under water table conditions. It also may have the greatest possibility of local ground-water contamination. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri7676","usgsCitation":"Farlekas, G., Nemickas, B., and Gill, H., 1976, Geology and ground-water resources of Camden County, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 76-76, xvii, 146 p. :ill., maps (some fold. in pocket) ;27 cm. --, https://doi.org/10.3133/wri7676.","productDescription":"xvii, 146 p. :ill., maps (some fold. in pocket) ;27 cm. --","costCenters":[],"links":[{"id":158562,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fc51","contributors":{"authors":[{"text":"Farlekas, G.M.","contributorId":67129,"corporation":false,"usgs":true,"family":"Farlekas","given":"G.M.","affiliations":[],"preferred":false,"id":197425,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nemickas, Bronius","contributorId":105733,"corporation":false,"usgs":true,"family":"Nemickas","given":"Bronius","email":"","affiliations":[],"preferred":false,"id":197426,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gill, H.E.","contributorId":24330,"corporation":false,"usgs":true,"family":"Gill","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":197424,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27300,"text":"wri7648 - 1976 - Thermal loading of Hyco Lake, North Carolina : the effect of heated water on temperature and evaporation, 1966-74","interactions":[],"lastModifiedDate":"2019-07-16T11:50:46","indexId":"wri7648","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-48","title":"Thermal loading of Hyco Lake, North Carolina : the effect of heated water on temperature and evaporation, 1966-74","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7648","usgsCitation":"Giese, G.L., 1976, Thermal loading of Hyco Lake, North Carolina : the effect of heated water on temperature and evaporation, 1966-74: U.S. Geological Survey Water-Resources Investigations Report 76-48, viii, 46 p., https://doi.org/10.3133/wri7648.","productDescription":"viii, 46 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":365595,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0048/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158682,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0048/report-thumb.jpg"}],"country":"United States","state":"North Carolina","otherGeospatial":"Hyco Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -79.24163818359375,\n 36.361586786517776\n ],\n [\n -79.24163818359375,\n 36.54163950596125\n ],\n [\n -78.92715454101562,\n 36.54163950596125\n ],\n [\n -78.92715454101562,\n 36.361586786517776\n ],\n [\n -79.24163818359375,\n 36.361586786517776\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a57e4b07f02db62e1b1","contributors":{"authors":[{"text":"Giese, G. L.","contributorId":44898,"corporation":false,"usgs":true,"family":"Giese","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197876,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26987,"text":"wri7653 - 1976 - Waterlogging in an alluvial aquifer near Lake Minnequa, Pueblo, Colorado","interactions":[],"lastModifiedDate":"2022-09-06T21:50:04.156263","indexId":"wri7653","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-53","title":"Waterlogging in an alluvial aquifer near Lake Minnequa, Pueblo, Colorado","docAbstract":"The Lake Minnequa area, located immediately south of the Arkansas River near Pueblo, Colo., is mantled with as much as 46 feet (14 meters) of alluvium covering bedrock of Pierre Shale and Niobrara Formation. Surface water enters the area by the Minnequa Canal and the St. Charles Flood Ditch. The water is stored in Lake Minnequa and other reservoirs. Seepage from St. Charles Reservoirs No. 2 and No. 3 is the major source of water to the alluvial aquifer. The depth of the water table ranges from 0 to 40 feet (0 to 12.2 meters). An 0.5-square-mile (1.3-square-kilometer) area immediately south of Lake Minnequa has a water table less than 6 feet (1.8 meters) below land surface. Lake Minnequa is the principal cause of the shallow water table and resulting waterlogged soil. The bedrock hill east of Lake Minnequa and ground-water flow also contribute to the problem. To eliminate the waterlogging problem, the water table would have to be at least 6 feet (1.8 meters) below land surface. Possible alternatives for eliminating the problem include lowering the water level in Lake Minnequa, placing a network of dewatering wells, or constructing a drainage system in the waterlogged area. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7653","usgsCitation":"Emmons, P.J., 1976, Waterlogging in an alluvial aquifer near Lake Minnequa, Pueblo, Colorado: U.S. Geological Survey Water-Resources Investigations Report 76-53, iv, 34 p., https://doi.org/10.3133/wri7653.","productDescription":"iv, 34 p.","costCenters":[],"links":[{"id":55874,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0053/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123304,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0053/report-thumb.jpg"},{"id":406280,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35069.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Colorado","city":"Pueblo","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.72442626953124,\n 38.13023573104302\n ],\n [\n -104.59945678710936,\n 38.13023573104302\n ],\n [\n -104.59945678710936,\n 38.28670289852796\n ],\n [\n -104.72442626953124,\n 38.28670289852796\n ],\n [\n -104.72442626953124,\n 38.13023573104302\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47d9e4b07f02db4b5cc0","contributors":{"authors":[{"text":"Emmons, Patrick J.","contributorId":48958,"corporation":false,"usgs":true,"family":"Emmons","given":"Patrick","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197363,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28186,"text":"wri7644 - 1976 - Distribution and trend of nitrate, chloride, and total solids in water in the Magothy aquifer in southeast Nassau County, New York, from the 1950's through 1973","interactions":[],"lastModifiedDate":"2013-02-28T07:59:42","indexId":"wri7644","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-44","title":"Distribution and trend of nitrate, chloride, and total solids in water in the Magothy aquifer in southeast Nassau County, New York, from the 1950's through 1973","docAbstract":"Concentrations of nitrate, chloride, and total solids in water in the Magothy aquifer, southeast Nassau County, N.Y., show a steadily increasing trend from the early 1950 's through 1973. Vertical distribution of nitrate, chloride, and total-solids concentrations as shown in cross sections of the study area indicate downward movement of these constituents from tens of feet to a few hundred feet in this time period. Maximum concentrations are in a zone underlying the areas of Westbury, Hicksville, and Plainview. Nitrate (as nitrogen) concentration increased from 4-5 mg/liter to 7 mg/liter in the area of Westbury and from 3 to 10 mg/liter in Plainview during the period 1950-73. Lowest nitrate concentrations are in the area south of a line running from North Merrick to South Farmingdale. Also, during the period analyzed (1950-73), a 10-mg/liter line of equal-chloride concentration on a cross section in the Westbury area moved downward a distance of less than 50 feet, and in the area of Hicksville, nearly 150 feet. Total-solids concentration doubled during the period 1950-73 in the area of Plainview, where maximum downward movement of pollutants was observed. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7644","usgsCitation":"Ku, H.F., and Sulam, D.J., 1976, Distribution and trend of nitrate, chloride, and total solids in water in the Magothy aquifer in southeast Nassau County, New York, from the 1950's through 1973: U.S. Geological Survey Water-Resources Investigations Report 76-44, vi, 47 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7644.","productDescription":"vi, 47 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":159242,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268532,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0044/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6493ba","contributors":{"authors":[{"text":"Ku, Henry F.","contributorId":52182,"corporation":false,"usgs":true,"family":"Ku","given":"Henry","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199358,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sulam, Dennis J.","contributorId":34148,"corporation":false,"usgs":true,"family":"Sulam","given":"Dennis","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199357,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27566,"text":"wri7525 - 1976 - Geohydrology of the Oklahoma Panhandle, Beaver, Cimarron, and Texas Counties","interactions":[],"lastModifiedDate":"2018-11-05T15:33:52","indexId":"wri7525","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-25","title":"Geohydrology of the Oklahoma Panhandle, Beaver, Cimarron, and Texas Counties","docAbstract":"The Ogallala aquifer, which consists of semiconsolidated clay, sand, and gravel, is the principal source of ground water in the Oklahoma Panhandle. This aquifer commonly yields 500 to 1,000 gallons per minute (32 to 63 litres per second) and may yield as much as 2,500 gallons per minute (158 litres per second). Based on an estimated average storage coefficient of 0.1, the quantity of water stored in the Ogallala aquifer was computed at approximately 50 million acre-feet (6.17 x 101° cubic metres). Local overdevelopment of this water resource has resulted in water-level declines of more than 40 feet (12 metres) from 1966 to 1972 in some areas of concentrated well development. The amount of ground water in storage has been reduced about 2 percent during this period.
Aquifer tests indicate that transmissivity ranges from 500 to 11,800 feet squared per day (46 to 1,100 metres squared per day), the storage coefficient ranges from 0.002 to 0.11, and hydraulic conductivity ranges from 2.1 to 55 feet per day (0.6 to 16.8 metres per day). In addition to these tests, 802 specific-capacity tests were used to extend transmissivity data.
Recharge to the Ogallala aquifer is primarily from precipitation and may be as much as 1 inch (25 millimetres) per year in areas where catchment and percolation are most favorable. Discharge is primarily from pumping and a small amount of natural discharge.
Aquifers of limited importance are the Dakota Sandstone and the Cheyenne Sandstone Member of the Purgatoire Formation which provide water to irrigation wells in the southwestern part of Cimarron County. Irrigation wells generally are completed jointly in these aquifers and yields of 300 to 500 gallons per minute (19 to 32 litres per second) are common. Water levels in these aquifers have not shown the pronounced declines that have occurred in the Ogallala aquifer. Permian red beds provide only small quantities of water to domestic and stock wells.
Water in the Ogallala aquifer, Dakota Sandstone, and Cheyenne Sandstone Member generally has a dissolved-solids concentration of less than 500 milligrams per litre. The dissolved-solids concentration in water from the Permian red beds generally exceeds 500 milligrams per litre and locally exceeds 2,000 milligrams per litre.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7525","usgsCitation":"Hart, D., Hoffman, G.L., and Goemaat, R.L., 1976, Geohydrology of the Oklahoma Panhandle, Beaver, Cimarron, and Texas Counties: U.S. Geological Survey Water-Resources Investigations Report 75-25, Report: v, 62 p.; 10 Plates, https://doi.org/10.3133/wri7525.","productDescription":"Report: v, 62 p.; 10 Plates","numberOfPages":"65","costCenters":[],"links":[{"id":159015,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0025/report-thumb.jpg"},{"id":359199,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0025/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359200,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359201,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359202,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359203,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359204,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359205,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-6.pdf"},{"id":359206,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359207,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359208,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359209,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oklahoma","county":"Beaver County, Cimarron County, Texas County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-100.9441,36.9988],[-100.6337,36.9986],[-100.1079,36.9983],[-100.0902,36.9983],[-100.0024,36.9985],[-100.004,36.8538],[-100.0044,36.76],[-100.0045,36.5917],[-100.0044,36.5849],[-100.0038,36.4998],[-100.1458,36.4998],[-100.3204,36.4999],[-100.5459,36.4994],[-100.7022,36.5],[-100.8939,36.4998],[-100.9524,36.4998],[-101.0908,36.5003],[-101.6255,36.5025],[-101.87,36.5034],[-102.1618,36.5004],[-103.0007,36.5013],[-103.0007,36.5905],[-103.0007,36.6732],[-103.0007,36.7643],[-103.0008,36.9341],[-103.0009,36.999],[-102.7973,36.9988],[-102.7859,36.9988],[-102.7808,36.9986],[-102.7016,36.9958],[-102.6943,36.9957],[-102.6757,36.9956],[-102.5627,36.9962],[-102.5372,36.9963],[-102.5034,36.9963],[-102.4775,36.9963],[-102.4577,36.9961],[-102.3931,36.9955],[-102.351,36.9951],[-102.3247,36.9948],[-102.0423,36.9922],[-102.0417,36.9922],[-102.0281,36.9925],[-101.9881,36.9925],[-101.918,36.9929],[-101.5552,36.9951],[-101.544,36.9952],[-101.2679,36.9967],[-101.0671,36.9978],[-100.9536,36.9988],[-100.9441,36.9988]]]},\"properties\":{\"name\":\"Beaver\",\"state\":\"OK\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a890c","contributors":{"authors":[{"text":"Hart, D.L.","contributorId":13239,"corporation":false,"usgs":true,"family":"Hart","given":"D.L.","affiliations":[],"preferred":false,"id":198336,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoffman, G. L.","contributorId":70713,"corporation":false,"usgs":true,"family":"Hoffman","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198338,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Goemaat, Robert L.","contributorId":64256,"corporation":false,"usgs":true,"family":"Goemaat","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198337,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28077,"text":"wri7664 - 1976 - Sediment discharge in the Upper Arroyo Grande and Santa Rita Creek basins, San Luis Obispo County, California","interactions":[],"lastModifiedDate":"2019-07-17T09:34:05","indexId":"wri7664","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-64","title":"Sediment discharge in the Upper Arroyo Grande and Santa Rita Creek basins, San Luis Obispo County, California","docAbstract":"Sediment data collected in the upper Arroyo Grande and Santa Rita Creek basins, San Luis Obispo County, California, during the 1968-73 water years were analyzed to determine total sediment discharge at four stations in the basins. Water discharge and total sediment discharge at these stations, representative of the 1943-72 period, were estimated from long-term flow data for nearby gaging stations and water-sediment discharge relations determined for the 1968-73 water years. Most of the total annual sediment discharge at each station occurs during a few days each year. The quantity of sediment transported in a single day often accounts for more than 40 percent of the total annual sediment discharge. Estimated sediment discharge for the upper Arroyo Grande and Santa Rita Creek basins during the 1943-72 water years averaged 53,000 tons and 23,000 tons per year. Long-term sediment deposition in Lopez Reservoir, which is in the southern part of the upper Arroyo Grande basin, was estimated to be 35 acre-feet per year. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7664","usgsCitation":"Knott, J.M., 1976, Sediment discharge in the Upper Arroyo Grande and Santa Rita Creek basins, San Luis Obispo County, California: U.S. Geological Survey Water-Resources Investigations Report 76-64, v, 29 p. , https://doi.org/10.3133/wri7664.","productDescription":"v, 29 p. ","costCenters":[],"links":[{"id":365649,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0064/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158035,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0064/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Luis Obispo County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.21490478515625,\n 35.064849103829204\n ],\n [\n -120.03799438476561,\n 35.064849103829204\n ],\n [\n -120.03799438476561,\n 35.65618041632016\n ],\n [\n -121.21490478515625,\n 35.65618041632016\n ],\n [\n -121.21490478515625,\n 35.064849103829204\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc024","contributors":{"authors":[{"text":"Knott, J. M.","contributorId":77909,"corporation":false,"usgs":true,"family":"Knott","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199183,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28456,"text":"wri76112 - 1976 - Techniques for estimating flow characteristics of Wyoming streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri76112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-112","title":"Techniques for estimating flow characteristics of Wyoming streams","docAbstract":"This report presents relations for estimating peak flows and mean annual flow characteristics are: (1) The Channel-geometry method, whereby flow characteristics are related to channel dimensions; and (2) the basin-characteristics method, whereby flow characteristics are related to physiographic and climatic features of the drainage basin. Development of the channel-geometry method showed channel width to be the most significant channel dimension for estimating flow characteristics. Use of this method requires a field measurement of channel width. Development of the basin-characteristics method showed drainage-area size to be the most significant basin feature for estimating streamflow. In the mountainous areas, basin elevation also affect streamflow. Because these basin features can be determined from maps, this method does not require a visit to the site. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri76112","usgsCitation":"Lowham, H., 1976, Techniques for estimating flow characteristics of Wyoming streams: U.S. Geological Survey Water-Resources Investigations Report 76-112, x, 83 p. :ill., diagrs., maps ;27 cm., https://doi.org/10.3133/wri76112.","productDescription":"x, 83 p. :ill., diagrs., maps ;27 cm.","costCenters":[],"links":[{"id":159575,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0112/report-thumb.jpg"},{"id":57258,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0112/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699db3","contributors":{"authors":[{"text":"Lowham, H. W.","contributorId":8111,"corporation":false,"usgs":true,"family":"Lowham","given":"H. W.","affiliations":[],"preferred":false,"id":199829,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27932,"text":"wri763 - 1976 - Water supply and waste disposal, Culebra, Puerto Rico","interactions":[],"lastModifiedDate":"2019-07-10T09:50:54","indexId":"wri763","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-3","title":"Water supply and waste disposal, Culebra, Puerto Rico","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri763","usgsCitation":"Jordan, D.G., and Gilbert, B.K., 1976, Water supply and waste disposal, Culebra, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 76-3, v, 31 p. , https://doi.org/10.3133/wri763.","productDescription":"v, 31 p. ","costCenters":[],"links":[{"id":365426,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0003/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159001,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0003/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Culebra, Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -65.37826538085938,\n 18.271086109608877\n ],\n [\n -65.23406982421875,\n 18.271086109608877\n ],\n [\n -65.23406982421875,\n 18.362345911229017\n ],\n [\n -65.37826538085938,\n 18.362345911229017\n ],\n [\n -65.37826538085938,\n 18.271086109608877\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0148","contributors":{"authors":[{"text":"Jordan, Donald George","contributorId":44127,"corporation":false,"usgs":true,"family":"Jordan","given":"Donald","email":"","middleInitial":"George","affiliations":[],"preferred":false,"id":198925,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gilbert, Bruce K.","contributorId":60198,"corporation":false,"usgs":true,"family":"Gilbert","given":"Bruce","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":198926,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26730,"text":"wri7647 - 1976 - Probable effects of increasing pumpage from the Schofield ground-water body, Island of Oahu, Hawaii","interactions":[],"lastModifiedDate":"2019-07-16T11:52:01","indexId":"wri7647","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-47","title":"Probable effects of increasing pumpage from the Schofield ground-water body, Island of Oahu, Hawaii","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7647","usgsCitation":"Dale, R.H., and Takasaki, K., 1976, Probable effects of increasing pumpage from the Schofield ground-water body, Island of Oahu, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 76-47, vi, 45 p., https://doi.org/10.3133/wri7647.","productDescription":"vi, 45 p.","costCenters":[],"links":[{"id":158511,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0047/report-thumb.jpg"},{"id":365596,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"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 -158.3624267578125,\n 21.233062254412797\n ],\n [\n -157.57141113281247,\n 21.233062254412797\n ],\n [\n -157.57141113281247,\n 21.744193617836547\n ],\n [\n -158.3624267578125,\n 21.744193617836547\n ],\n [\n -158.3624267578125,\n 21.233062254412797\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660b25","contributors":{"authors":[{"text":"Dale, R. H.","contributorId":98711,"corporation":false,"usgs":true,"family":"Dale","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196902,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Takasaki, K. J.","contributorId":44523,"corporation":false,"usgs":true,"family":"Takasaki","given":"K. J.","affiliations":[],"preferred":false,"id":196901,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27331,"text":"wri7677 - 1976 - Hydrologic effects of hypothetical earthquake-caused floods below Jackson Lake, northwestern Wyoming","interactions":[],"lastModifiedDate":"2019-07-17T09:41:18","indexId":"wri7677","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-77","title":"Hydrologic effects of hypothetical earthquake-caused floods below Jackson Lake, northwestern Wyoming","docAbstract":"Jackson Lake, located in Grand Teton National Park, Wyoming, is in an area of seismic instability. There is a possibility of flooding in the Snake River downstream from Jackson Lake Dam in the event of a severe earthquake. Hypothetical floods were routed 38 miles (61 kilometers) downstream from the dam for three cases: (1) Instantaneous destruction of the dam outlet structure, (2) instantaneous destruction of the entire dam, and (3) for waves overtopping the dam without failure of the dam. In each case, a full reservoir was assumed. Hydrographs for outflow from the reservoir for the two cases of dam failure were developed utilizing an accelerated discharge due to the travel of a negative wave through the reservoir, and Muskingum storage routing. For the case of waves overtopping the dam, a 10-foot (3-meter) wave was assumed to be propagated from the upstream end of the reservori. A multiple-linearization technique was used to route the flow through the reach. The model was calibrated from U.S. Geological Survey streamflow records. Most extensive flooding and largest water velocities would occur if the entire dam were destroyed; floods for the other two cases were smaller. An inundation map was prepared from channel conveyance curves and profiles of the water surface. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7677","usgsCitation":"Glass, W.R., Keefer, T., and Rankl, J., 1976, Hydrologic effects of hypothetical earthquake-caused floods below Jackson Lake, northwestern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 76-77, Report: iv, 32 p.; 1 Plate: 32.04 x 49.21 inches, https://doi.org/10.3133/wri7677.","productDescription":"Report: iv, 32 p.; 1 Plate: 32.04 x 49.21 inches","costCenters":[],"links":[{"id":365652,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0077/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158892,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0077/report-thumb.jpg"},{"id":365651,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0077/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wyoming","otherGeospatial":"Jackson Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -110.77789306640625,\n 43.8008364060122\n ],\n [\n -110.5389404296875,\n 43.8008364060122\n ],\n [\n -110.5389404296875,\n 44.03232064275081\n ],\n [\n -110.77789306640625,\n 44.03232064275081\n ],\n [\n -110.77789306640625,\n 43.8008364060122\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606f9b","contributors":{"authors":[{"text":"Glass, W. R.","contributorId":97535,"corporation":false,"usgs":true,"family":"Glass","given":"W.","middleInitial":"R.","affiliations":[],"preferred":false,"id":197929,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Keefer, T.N.","contributorId":97943,"corporation":false,"usgs":true,"family":"Keefer","given":"T.N.","email":"","affiliations":[],"preferred":false,"id":197930,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rankl, J.G.","contributorId":107733,"corporation":false,"usgs":true,"family":"Rankl","given":"J.G.","affiliations":[],"preferred":false,"id":197931,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27009,"text":"wri76102 - 1976 - Estimating runoff volumes and flood hydrographs in the Colorado River Basin, southern Utah","interactions":[],"lastModifiedDate":"2018-03-30T16:00:30","indexId":"wri76102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-102","title":"Estimating runoff volumes and flood hydrographs in the Colorado River Basin, southern Utah","docAbstract":"Hydrographs of 364 floods from 18 continuous-record gaging sites in the Colorado River basin in southern Utah were used to define a single relation of flood volume to peak discharge; the standard error of estimate of that relation . is 82 percent. Using the same data, a mean dimensionless hydrograph was pre-pared. Synthetic hydrographs may be derived for basins of 5 to 300 square miles (13 to 780 square kilometers) and flood peaks of 1 to 7,000 cubic feet per second
(0.03 to 200 cubic meters per second) using that mean dimensionless hydrograph. Design flood peaks may be estimated from other reports. A method is presented to estimate the reduction in culvert or bridge size resulting from use of storage above the structure. Reduction of structure capacity of 25 percent may be achieved by storing 4 percent of the total flood volume.
Sediment data of some form have been collected by the U.S. Geological Survey at 118 stream-gaging sites throughout Wisconsin, beginning in 1935. The average concentration of suspended sediment for Wisconsin streams is low in comparison with that of many streams in the United States—110 milligrams per litre for Wisconsin, as compared with 600 milligrams per litre for 50 percent of the United States (Rainwater, 1962). Enough data have been collected at 84 of the 118 sites to calculate an average annual suspended-sediment yield at those sites.
\nMeasured average annual yields range from about 680 tons per square mile (238 tonnes per square kilometre) in the \"Driftless Area\" to 3.1 tons per square mile (1.1 tonnes per square kilometre) in the Northern Highland province. The average suspended-sediment yield for Wisconsin is about 80 tons per square mile per year (28 tonnes per square kilometre per year). Only three areas in the State may be considered to have a sediment problem. They are sections of the \"Driftless Area\" of southwestern Wisconsin, the Lake Superior red-clay area, and areas of expanding urbanization in southeastern Wisconsin.
\nSediment-yield prediction equations have been developed for the Northern Highland province, the Central Plain province, the Eastern Ridges and Lowlands province, and the \"Driftless Area\" (Martin, 1932 and Thwaites, 1956). These four equations make it possible to predict average annual suspendedsediment yields at any point on about 95 percent of the streams in the State. The prediction technique involves regression equations that relate average annual suspended-sediment yields to factors, such as topography, soils, land use and cover, stream hydraulics, and climatic conditions. The standard error of estimate for these equations, which only represents the accuracy of an estimated sediment yield at an ungaged site, ranges from 28 to 38 percent.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7554","collaboration":"Prepared n cooperation wit the City of Madison, City of Middleton, Douglas County, University of Wisconsin-Extension, Geological and Natural History Survey, U.S. Army Corps of Engineers, Wisconsin Department of Natural Resources","usgsCitation":"Hindall, S.M., 1976, Measurement and prediction of sediment yields in Wisconsin streams: U.S. Geological Survey Water-Resources Investigations Report 75-54, iv, 27 p., https://doi.org/10.3133/wri7554.","productDescription":"iv, 27 p.","numberOfPages":"36","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610fc3","contributors":{"authors":[{"text":"Hindall, S. M.","contributorId":59414,"corporation":false,"usgs":true,"family":"Hindall","given":"S.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":198553,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27324,"text":"wri7542 - 1976 - Water resources of the North Coast Limestone area, Puerto Rico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri7542","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-42","title":"Water resources of the North Coast Limestone area, Puerto Rico","docAbstract":"The north-coast limestone area, about 600 square miles, is one of the few sparsely populated parts of Puerto Rico, and is the island 's last large and underdeveloped source of ground water. The area 's limestone aquifers are (from oldest to youngest): the Lares Limestone, the Cibao Formation, the Aguada Limestone, and the Aymamon Limestone. Only between Arecibo and Barceloneta have artesian aquifers (the Montebello Limestone Member of the Cibao Formation, and the upper Lares Limestone) been found. Wells along Highway 2 can be expected to yield a few hundred gpm. Wells in the water-table aquifers can be expected to yield 1,000 gpm in the upper Aymamon Limestone; in the lower Aymamon and Aguada Limestones yields range from 100 to 800 gpm, and in the Cibao Formation and Lares Limestone, from 100 to 200 gpm. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7542","usgsCitation":"Giusti, E.V., and Bennett, G.D., 1976, Water resources of the North Coast Limestone area, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 75-42, iv, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri7542.","productDescription":"iv, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121504,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0042/report-thumb.jpg"},{"id":56191,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0042/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699b07","contributors":{"authors":[{"text":"Giusti, Ennio V.","contributorId":35301,"corporation":false,"usgs":true,"family":"Giusti","given":"Ennio","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":197920,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":197919,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27839,"text":"wri7661 - 1976 - A model for calculating effects of liquid waste disposal in deep saline aquifer","interactions":[],"lastModifiedDate":"2018-11-16T10:01:44","indexId":"wri7661","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-61","title":"A model for calculating effects of liquid waste disposal in deep saline aquifer","docAbstract":"Injection of liquid industrial wastes into confined underground saline aquifers can offer a good disposal alternative from both environmental and economic considerations. One of the needs in choosing from among several disposal alternatives is a means of evaluating the influence such an injection will have on the aquifer system. This report describes a mathematical model to accomplish this purpose.
The objective of the contract was to develop a three-dimensional transient mathematical model which would accurately simulate behavior of waste injection into deep saline aquifers. Fluid properties, density and viscosity are functions of pressure, temperature and composition to provide a comprehensive assessment tool. The model is a finite-difference numerical solution of the partial differential equations describing
The model is not restricted to examining waste disposal operations. It can be used effectively to evaluate fresh water storage in saline aquifers, hot water storage in underground aquifers, salt water intrusion into groundwater flow systems and other similar applications.
The primary advantages of the present model can be summarized as:
The limitations of the present techniques are:
Included in the report are detailed descriptions of the approach used in the model, validation tests of the model, and a typical application of the model. A comparison volume documents the input data requirements, program structure, and an example problem for the model. '
Concentrations of dissolved solids in the Salinas River are variable and range from 164 to 494 milligrams per liter near Bradley and from 170 to 1,090 milligrams per liter near Spreckels. Higher concentrations near Spreckels are caused mainly by sewage inflow about 150 feet (50 meters) upstream. Concentrations of nitrogen, phosphorus, total organic carbon, selected trace elements, and pesticides also generally increase downstream from Pozo to Spreckels and are related to sewage effluent; however, high concentrations occur elsewhere in the river.
Specific conductance and water discharge regression results indicate that relations were all significant at the 1-percent probability level at Paso Robles, Bradley, and Spreckels, with the explained variance ranging from 66 to 74 percent. Concentrations of nitrogen, phosphorus, total organic carbon, and trace elements are only infrequently related to water discharge.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76110","usgsCitation":"Irwin, G.A., 1976, Water-quality investigation, Salinas River, California: U.S. Geological Survey Water-Resources Investigations Report 76-110, v, 41 p., https://doi.org/10.3133/wri76110.","productDescription":"v, 41 p.","costCenters":[],"links":[{"id":361887,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0110/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158605,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0110/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Salinas River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122,\n 35.5833\n ],\n [\n -120,\n 35.5833\n ],\n [\n -120,\n 36.9\n ],\n [\n -122,\n 36.9\n ],\n [\n -122,\n 35.5833\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa5fc","contributors":{"authors":[{"text":"Irwin, George A.","contributorId":35363,"corporation":false,"usgs":true,"family":"Irwin","given":"George","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198775,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28576,"text":"wri7682 - 1976 - Model analysis of effects on water levels at Indiana Dunes National Lakeshore caused by construction dewatering","interactions":[],"lastModifiedDate":"2018-11-01T14:51:11","indexId":"wri7682","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-82","title":"Model analysis of effects on water levels at Indiana Dunes National Lakeshore caused by construction dewatering","docAbstract":"Two computer models were developed to investigate possible hydrologic effects within the Indiana Dunes National Lakeshore caused by planned dewatering at the adjacent Bailly Nuclear Generator construction site. The dewatering, which is scheduled to last for about 18 months, would cause ground-water levels to be drawn down 20 to 30 feet (6 to 9 metres) to an elevation of 4 ft (1.2 m) below Lake Michigan datum under the approximately 7-acre (2.8-square hectometre) construction site, which is about 800 ft (245 m) west of the Lakeshore property. The results of this study have been used by the National Park Service to help evaluate the environmental impact of the dewatering, particularly the effects on the ecosystem of the lakeshore.
The aquifer underlying the area is about 50 ft (15 m) thick and is composed of fine sand with layers of medium sand and gravel. All natural ponds in the area are separated from the aquifer by a low-permeability layer of silty organic muck and clay that ranges from about 1 to 4 ft (0.3 to 1.2 m) in thickness. This pond-bottom material acts only to retard the flow of water either to or from the aquifer beneath the ponds, depending upon the relative head in the pond and the aquifer. Elsewhere, the aquifer is under water-table conditions.
The model analysis indicates that the planned dewatering would cause a drawdown of about 4 ft (1.2 m) under the westernmost pond of the Lakeshore and that this drawdown would cause the pond to go almost dry--less than 0.5 ft (0.15 m) of water remaining in about 1 percent of the pond--under average conditions during the 18-month dewatering period. When water levels are below average, as during late July and early August 1974, the pond would go dry in about 5 1/2 months. However, the pond may not have to go completely dry to damage the ecosystem. If the National Park Service's independent study determines the minimum pond level at which ecosystem damage would be minimized, the models developed in this study could be used to predict the hydrologic conditions necessary to maintain that level.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7682","usgsCitation":"Marie, J.R., 1976, Model analysis of effects on water levels at Indiana Dunes National Lakeshore caused by construction dewatering: U.S. Geological Survey Water-Resources Investigations Report 76-82, v, 32 p., https://doi.org/10.3133/wri7682.","productDescription":"v, 32 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":159085,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0082/report-thumb.jpg"},{"id":359085,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","otherGeospatial":"Indiana Dunes National Lakeshore","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.28869438171387,\n 41.621923034123846\n ],\n [\n -87.26963996887207,\n 41.621730547188456\n ],\n [\n -87.26912498474121,\n 41.60806250618307\n ],\n [\n -87.24603652954102,\n 41.608511736657555\n ],\n [\n -87.24303245544434,\n 41.609859409312534\n ],\n [\n -87.24311828613281,\n 41.61306804041503\n ],\n [\n -87.23959922790527,\n 41.61313221140915\n ],\n [\n -87.23779678344727,\n 41.61396642852365\n ],\n [\n -87.23367691040039,\n 41.61441561788573\n ],\n [\n -87.23221778869629,\n 41.61249049859493\n ],\n [\n -87.2306728363037,\n 41.61531398722544\n ],\n [\n -87.2303295135498,\n 41.61614817612265\n ],\n [\n -87.22672462463377,\n 41.61499314246908\n ],\n [\n -87.22346305847167,\n 41.618329849922084\n ],\n [\n -87.22466468811035,\n 41.62558017672615\n ],\n [\n -87.17668533325195,\n 41.63578058345409\n ],\n [\n -87.17471122741699,\n 41.62301378257129\n ],\n [\n -87.17968940734863,\n 41.62275713753768\n ],\n [\n -87.18063354492188,\n 41.621923034123846\n ],\n [\n -87.1805477142334,\n 41.61807318624671\n ],\n [\n -87.18818664550781,\n 41.616725685192804\n ],\n [\n -87.1889591217041,\n 41.61634067972058\n ],\n [\n -87.18844413757324,\n 41.61364557706411\n ],\n [\n -87.18973159790039,\n 41.61358140658068\n ],\n [\n -87.19127655029297,\n 41.60799833014563\n ],\n [\n -87.19874382019043,\n 41.605174521299304\n ],\n [\n -87.19951629638672,\n 41.60645808609603\n ],\n [\n -87.20681190490723,\n 41.607677449000946\n ],\n [\n -87.2068977355957,\n 41.60273567783677\n ],\n [\n -87.21256256103516,\n 41.59978327031246\n ],\n [\n -87.21359252929686,\n 41.603698390215456\n ],\n [\n -87.22123146057129,\n 41.60286404031713\n ],\n [\n -87.22294807434082,\n 41.600040006763784\n ],\n [\n -87.23161697387695,\n 41.600681843423565\n ],\n [\n -87.23153114318848,\n 41.59644560350027\n ],\n [\n -87.25247383117676,\n 41.59792190049485\n ],\n [\n -87.25273132324217,\n 41.60061766004485\n ],\n [\n -87.25496292114258,\n 41.60074602673845\n ],\n [\n -87.2548770904541,\n 41.60382675078074\n ],\n [\n -87.27805137634276,\n 41.60389093096761\n ],\n [\n -87.27865219116211,\n 41.59914142471562\n ],\n [\n -87.34139442443848,\n 41.605880485097465\n ],\n [\n -87.32903480529784,\n 41.60645808609603\n ],\n [\n -87.31126785278319,\n 41.60594466324155\n ],\n [\n -87.30174064636229,\n 41.609153489052005\n ],\n [\n -87.28517532348633,\n 41.609602711929725\n ],\n [\n -87.28526115417479,\n 41.61640484745891\n ],\n [\n -87.28963851928711,\n 41.616854019839494\n ],\n [\n -87.29006767272949,\n 41.62205135842823\n ],\n [\n -87.28869438171387,\n 41.621923034123846\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fd13","contributors":{"authors":[{"text":"Marie, James R.","contributorId":50503,"corporation":false,"usgs":true,"family":"Marie","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200053,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28577,"text":"wri7624 - 1976 - Preliminary evaluation of the ground-water data network in Indiana","interactions":[],"lastModifiedDate":"2019-07-17T13:39:31","indexId":"wri7624","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-24","title":"Preliminary evaluation of the ground-water data network in Indiana","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7624","usgsCitation":"Marie, J.R., 1976, Preliminary evaluation of the ground-water data network in Indiana: U.S. Geological Survey Water-Resources Investigations Report 76-24, v, 44 p. , https://doi.org/10.3133/wri7624.","productDescription":"v, 44 p. 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