{"pageNumber":"2301","pageRowStart":"57500","pageSize":"25","recordCount":68867,"records":[{"id":29360,"text":"wri7786 - 1977 - Ground-water supplies in the Murfreesboro area, Tennessee","interactions":[],"lastModifiedDate":"2019-07-22T10:22:29","indexId":"wri7786","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-86","title":"Ground-water supplies in the Murfreesboro area, Tennessee","docAbstract":"Ground water occurs in the Murfreesboro area in solution openings in the otherwise dense paleozoic limestones that underlie most of central Tennessee. Test drilling based on conceptual models of ground-water occurrence in carbonate-rock aquifers indicate that multimillion-gallon-per-day supplies could be developed from strategically located production wells in the Shiloh and Overall Creek localities. The Shiloh locality which encompasses an elongated synclinal depression in the bedrock has the potential to supply 5 to 8 million gallons per day. The Overall Creek locality which straddles a joint-oriented lineament has the potential to supply 3 to 6 million gallons per day. Some local springs could be used as a supplemental source of potable water, but storage facilities would be needed to offset poorly sustained flows during dry periods. An exception is Fox Camp Spring which appears to be a natural well. The quality of ground water in the Murfreesboro area is typically hard, moderately mineralized and moderately to highly alkaline. Although the shallowest aquifers are subject to bacterial contamination from the land surface, aquifers beneath a depth of 100 feet are prone to yield potable water. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7786","usgsCitation":"Rima, D.R., Moran, M.S., and Woods, E.J., 1977, Ground-water supplies in the Murfreesboro area, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 77-86, viii, 76 p. , https://doi.org/10.3133/wri7786.","productDescription":"viii, 76 p. ","costCenters":[],"links":[{"id":365761,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0086/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159440,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0086/report-thumb.jpg"}],"country":"United States","state":"Tennessee","city":"Murfreesboro","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -86.48025512695311,\n              35.79999392988527\n            ],\n            [\n              -86.319580078125,\n              35.79999392988527\n            ],\n            [\n              -86.319580078125,\n              35.902399875143615\n            ],\n            [\n              -86.48025512695311,\n              35.902399875143615\n            ],\n            [\n              -86.48025512695311,\n              35.79999392988527\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696ae9","contributors":{"authors":[{"text":"Rima, Donald Robert","contributorId":99535,"corporation":false,"usgs":true,"family":"Rima","given":"Donald","email":"","middleInitial":"Robert","affiliations":[],"preferred":false,"id":201407,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moran, Mary S.","contributorId":63060,"corporation":false,"usgs":true,"family":"Moran","given":"Mary","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":201405,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Woods, E. Jean","contributorId":82747,"corporation":false,"usgs":true,"family":"Woods","given":"E.","email":"","middleInitial":"Jean","affiliations":[],"preferred":false,"id":201406,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29391,"text":"wri7764 - 1977 - A digital model of the Floridan Aquifer, north of Tampa, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri7764","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-64","title":"A digital model of the Floridan Aquifer, north of Tampa, Florida","docAbstract":"A regional ground-water model of the Floridan aquifer was constructed for an 875-square-mile portion of the rapidly developing area north of Tampa Bay. The digital model was calibrated by comparing observed (March 1974 and May 1975) and computed potentiometric heads. A good comparison was obtained by adjusting leakance and transmissivity. Differences between the computed and measured potentiometric surface were generally less than 3 feet, with a maximum error of 15 feet. The calibrated model may be used as a predictive tool. For example, the model could be used to evaluate the regional effects of increased ground-water withdrawal on the Florida aquifer. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7764","usgsCitation":"Robertson, A., and Mallory, M.J., 1977, A digital model of the Floridan Aquifer, north of Tampa, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-64, iv, 29 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri7764.","productDescription":"iv, 29 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":122829,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0064/report-thumb.jpg"},{"id":58244,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aed2f","contributors":{"authors":[{"text":"Robertson, A.F.","contributorId":35369,"corporation":false,"usgs":true,"family":"Robertson","given":"A.F.","email":"","affiliations":[],"preferred":false,"id":201455,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mallory, M. J.","contributorId":10398,"corporation":false,"usgs":true,"family":"Mallory","given":"M.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201454,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29314,"text":"wri7752 - 1977 - Evaluation of chemical, biological, and physical conditions in the Winter Haven chain of lakes, Florida, March-June 1976","interactions":[],"lastModifiedDate":"2019-07-22T12:20:26","indexId":"wri7752","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-52","title":"Evaluation of chemical, biological, and physical conditions in the Winter Haven chain of lakes, Florida, March-June 1976","docAbstract":"Reconnaissance of water-quality conditions of 14 interconnected navigable lakes, in and around Winter Haven, Fla., revealed that in March and May, 1976 most were eutrophic, on the basis of high nutrient (nitrogen and phosphorus) concentrations. Lakes Lulu and Shipp were the most enriched as a result of surface runoff from residential, agricultural, and highly urbanized areas, and many years of municipal and industrial waste effluent input. Phytoplankton counts were greater than a million cells per milliliter in some lakes sampled; algal blooms have ocurred, and water clarity was low. The level of Lake Howard fell to the lowest stage recorded in 31 years during May 1976. The record low was likely due to rainfall deficiency. Leakage of water through the lake beds to the ground-water system is also possible, but determination of the escaping water volume would require additional study. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7752","usgsCitation":"Reichenbaugh, R., and Hughes, G., 1977, Evaluation of chemical, biological, and physical conditions in the Winter Haven chain of lakes, Florida, March-June 1976: U.S. Geological Survey Water-Resources Investigations Report 77-52, 34 p., https://doi.org/10.3133/wri7752.","productDescription":"34 p.","costCenters":[],"links":[{"id":159593,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0052/report-thumb.jpg"},{"id":365794,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0052/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Winter Haven","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.86050415039062,\n              27.86336037597851\n            ],\n            [\n              -81.56936645507811,\n              27.86336037597851\n            ],\n            [\n              -81.56936645507811,\n              28.203977933857523\n            ],\n            [\n              -81.86050415039062,\n              28.203977933857523\n            ],\n            [\n              -81.86050415039062,\n              27.86336037597851\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db62591c","contributors":{"authors":[{"text":"Reichenbaugh, R.C.","contributorId":24322,"corporation":false,"usgs":true,"family":"Reichenbaugh","given":"R.C.","affiliations":[],"preferred":false,"id":201331,"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":201332,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29487,"text":"wri7789 - 1977 - Hydrologic reconnaissance of Tsala Apopka Lake, Citrus County, Florida","interactions":[],"lastModifiedDate":"2019-07-22T10:19:52","indexId":"wri7789","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-89","title":"Hydrologic reconnaissance of Tsala Apopka Lake, Citrus County, Florida","docAbstract":"The swamps, marshes, and open waters of Tsala Apopka Lake, Florida, were mapped and the hydrologic connection between the lake and the Floridan limestone aquifer was studied from October 1975 to September 1976. Tsala Apopka Lake is a series of shallow , interconnected lakes, ponds, and marshes whose water surface slopes northward at 0.5 foot per mile. According to aerial photographs of December 1972, only 6 percent of the 103 square miles of study area is covered by open water. Open water is abundant along the western side of the lake, dense and sparse marshes occupy most of the lake area, and swamps occupy a thick zone around the Withlacoochee River which borders the lake to the east. Only a small fraction of the total surface flow occurs through the lake. The average lake outflow through S-351 canal is 23.6 cfs; while the average river flow at Holder is 714 cfs. Tsala Apopka Lake is hydraulically connected to the Floridan aquifer. At low flow, the major source of water in the river is ground water from the Floridan aquifer. The specific conductance of water in the Floridan aquifer averages 250-350 umho/cm (micromhos per centimeter) at 25C in this area. The specific conductance of water in the Withlacoochee River near Holder averages 268 umho/cm at 25C, while water in Tsala Apopka Lake at Hernando averages 139 umho/cm at 25C. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7789","usgsCitation":"Rutledge, A.T., 1977, Hydrologic reconnaissance of Tsala Apopka Lake, Citrus County, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-89, 2 Plates: 37.40 x 27.79 inches and 37.92 x 28.06 inches, https://doi.org/10.3133/wri7789.","productDescription":"2 Plates: 37.40 x 27.79 inches and 37.92 x 28.06 inches","costCenters":[],"links":[{"id":365758,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0089/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159738,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0089/report-thumb.jpg"},{"id":365759,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0089/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Citrus County","otherGeospatial":"Tsala Apopka Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.70806884765625,\n              28.553163550610673\n            ],\n            [\n              -81.54327392578125,\n              28.553163550610673\n            ],\n            [\n              -81.54327392578125,\n              28.697815516328\n            ],\n            [\n              -81.70806884765625,\n              28.697815516328\n            ],\n            [\n              -81.70806884765625,\n              28.553163550610673\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a88d7","contributors":{"authors":[{"text":"Rutledge, A. T.","contributorId":38532,"corporation":false,"usgs":true,"family":"Rutledge","given":"A.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":201598,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28992,"text":"wri7641 - 1977 - Guide for data collection to calibrate a predictive digital ground-water model of the unconfined aquifer in and near the city of Modesto, California","interactions":[],"lastModifiedDate":"2019-07-16T12:04:34","indexId":"wri7641","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"76-41","title":"Guide for data collection to calibrate a predictive digital ground-water model of the unconfined aquifer in and near the city of Modesto, California","docAbstract":"The city of Modesto encompasses about 12 square miles in the northeastern part of the San Joaquin Valley, Calif. The ground-water model encompasses about 542 square miles. In the Modesto area, ground water occurs in an unconfined aquifer a confined aquifer. both of which are composed of unconsolidated materials, and a consolidated-rock aquifer. Only the unconfined aquifer was modeled, using several simplifying assumptions concerning hydrologic conditions in the ground-water basin. A program is used that computes the net rate of recharge and discharge under steady-state conditions. The model was then modified until reasonable values of recharge and discharge were computed. Testing of the model indicated that simulated water levels were especially sensitive to tansmissivity, storage coefficient, irrigation return, and riverbed hydraulic conductivity; amond the parameters that affected water levels least were the vertical hydraulic conductivity and specific storage of the confining bed, the so-called E-clay. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7641","usgsCitation":"Page, R.W., 1977, Guide for data collection to calibrate a predictive digital ground-water model of the unconfined aquifer in and near the city of Modesto, California: U.S. Geological Survey Water-Resources Investigations Report 76-41, v, 46 p. , https://doi.org/10.3133/wri7641.","productDescription":"v, 46 p. ","costCenters":[],"links":[{"id":365615,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0041/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159171,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0041/report-thumb.jpg"}],"country":"United States","state":"California","city":"Modesto","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.09954833984374,\n              37.57070524233116\n            ],\n            [\n              -120.8441162109375,\n              37.57070524233116\n            ],\n            [\n              -120.8441162109375,\n              37.690340943717715\n            ],\n            [\n              -121.09954833984374,\n              37.690340943717715\n            ],\n            [\n              -121.09954833984374,\n              37.57070524233116\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648b3b","contributors":{"authors":[{"text":"Page, R. W.","contributorId":17215,"corporation":false,"usgs":true,"family":"Page","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200749,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28787,"text":"wri7759 - 1977 - Ground water in the Fresno area, California","interactions":[],"lastModifiedDate":"2018-05-10T11:05:31","indexId":"wri7759","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-59","title":"Ground water in the Fresno area, California","docAbstract":"<p>The Fresno area of California uses about 140,000 acre-feet of ground water a year for municipal and domestic purposes. An average of 2,000,000 acre-feet of water a year is pumped for irrigation. Major sources of recharge are deep penetration of irrigation water (80 percent) and seepage from canals, rivers, and streams (15 percent). Ground water occurs under unconfined and confined conditions; most water is pumped from the unconfined, alluvial aquifer. Ground-water quality is generally suitable for domestic and irrigation uses, although hardness and concentrations of nitrates and dissolved solids are of local concern. Water levels in the unconfined aquifer declined about 25 feet in the period 1947-1976. Levels in the confined aquifer declined about 100 feet in the period 1954-1976. Increased reliance on ground water for irrigation during the drought period will accelerate water-level declines.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7759","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Muir, K.S., 1977, Ground water in the Fresno area, California: U.S. Geological Survey Water-Resources Investigations Report 77-59, iii, 22 p., https://doi.org/10.3133/wri7759.","productDescription":"iii, 22 p.","costCenters":[],"links":[{"id":159072,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0059/report-thumb.jpg"},{"id":354053,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0059/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Fresno area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.5,\n              36.25\n            ],\n            [\n              -119,\n              36.25\n            ],\n            [\n              -119,\n              37\n            ],\n            [\n              -120.5,\n              37\n            ],\n            [\n              -120.5,\n              36.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d9ea","contributors":{"authors":[{"text":"Muir, K. S.","contributorId":53764,"corporation":false,"usgs":true,"family":"Muir","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200394,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28786,"text":"wri7722 - 1977 - Geohydrology of part of the Round Valley Indian Reservation, Mendocino County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri7722","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-22","title":"Geohydrology of part of the Round Valley Indian Reservation, Mendocino County, California","docAbstract":"The Round Valley Indian Reservation in northern California obtains most of its water from the ground-water reservoir. The ground-water reservoir is made up of continental deposits, alluvium, and stream-channel deposits ranging in age from Pliocene to Holocene. Most of the water is pumped from the alluvium. Most ground water (about 20,000 acre-feet or 25 cubic hectometers per year) is derived from stream seepage. Natural discharge (discharge to streams, evapotranspiration, and underflow) has averaged about 21,000 acre-feet per year. Pumping and flow from artesian wells has averaged about 2,750 acre-feet per year. Ground water occurs in both confined and unconfined aquifers. The ground-water reservoir is full, and about 230,000 acre-feet of water is stored in the depth interval 10-200 feet. The water is chemically and biologically suitable for domestic or irrigation use, although hardness is high for domestic use and, locally, dissolved iron is a problem. There is potential for developing additional ground-water supplies. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7722","usgsCitation":"Muir, K.S., and Webster, D.A., 1977, Geohydrology of part of the Round Valley Indian Reservation, Mendocino County, California: U.S. Geological Survey Water-Resources Investigations Report 77-22, vi, 40 p. :ill., map ;27 cm., https://doi.org/10.3133/wri7722.","productDescription":"vi, 40 p. :ill., map ;27 cm.","costCenters":[],"links":[{"id":159114,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a97","contributors":{"authors":[{"text":"Muir, K. S.","contributorId":53764,"corporation":false,"usgs":true,"family":"Muir","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200393,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Webster, Dwight Albert","contributorId":41046,"corporation":false,"usgs":true,"family":"Webster","given":"Dwight","email":"","middleInitial":"Albert","affiliations":[],"preferred":false,"id":200392,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28658,"text":"wri7767 - 1977 - Ground-water resources of Chester County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-06T08:52:46","indexId":"wri7767","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-67","title":"Ground-water resources of Chester County, Pennsylvania","docAbstract":"<p>Fifty gallons per minute (3 liters per second) or more may be obtained from wells in almost all parts of the county, but not at all locations. Adequate exploration to find fracture or solution openings is required. Five hundred gallons per minute (30 liters per second) or more may be obtained from some of the carbonate rocks. Linear features are visible on 1:1,000,000-to 1:24,000-scale aerial imagery. Many linear features, but not all, have geologic or hydrologic significance, and some may indicate fractured rock that might be tapped by wells. Dissolved-solids concentration of most ground water is less than 500 milligrams per liter. Chemical-quality problems are predominantly caused by acidity, iron and manganese, or nitrate. Base (ground-water) runoff during a near-average year, 1968, was about 420 million gallons per day (18 cubic meters per second).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7767","usgsCitation":"McGreevy, L., and Sloto, R.A., 1977, Ground-water resources of Chester County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 77-67, Report: vi, 76 p.; 6 Plates: 47.96 x 39.87 inches or less, https://doi.org/10.3133/wri7767.","productDescription":"Report: vi, 76 p.; 6 Plates: 47.96 x 39.87 inches or less","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":158322,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":337193,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0067/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":337192,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0067/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":337187,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0067/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":337189,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0067/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":337188,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0067/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":337190,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0067/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":337191,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0067/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","county":"Chester County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d88e","contributors":{"authors":[{"text":"McGreevy, Laurence J.","contributorId":98706,"corporation":false,"usgs":true,"family":"McGreevy","given":"Laurence J.","affiliations":[],"preferred":false,"id":200186,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sloto, Ronald A. rasloto@usgs.gov","contributorId":424,"corporation":false,"usgs":true,"family":"Sloto","given":"Ronald","email":"rasloto@usgs.gov","middleInitial":"A.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":200185,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28789,"text":"wri7746 - 1977 - Initial assessment of the ground-water resources in the Monterey Bay region, California","interactions":[],"lastModifiedDate":"2018-10-29T13:24:23","indexId":"wri7746","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-46","title":"Initial assessment of the ground-water resources in the Monterey Bay region, California","docAbstract":"<p>The Association of Monterey Bay Area Governments (AMBAG) has been designated as the areawide waste-treatment-management planning agency for the Monterey Bay region under Sec. 208 of the Federal Water Pollution Control Act Amendments of 1972 (Public Law 92-500). Sec. 208 establishes the authority and responsibility of the designated local agency to investigate water-quality problems and plan solutions to them.</p><p>In developing a waste-management program all aspects of water resources must be evaluated. AMBAG's 208 work plan established an initial problem assessment phase designed to serve as the basis for subsequent 208 program tasks. AMBAG requested that the U.S. Geological Survey make that portion of the initial assessment that was concerned with ground water. This report presents the findings of the assessment.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7746","usgsCitation":"Muir, K.S., 1977, Initial assessment of the ground-water resources in the Monterey Bay region, California: U.S. Geological Survey Water-Resources Investigations Report 77-46, iv, 33 p., https://doi.org/10.3133/wri7746.","productDescription":"iv, 33 p.","costCenters":[],"links":[{"id":159079,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0046/report-thumb.jpg"},{"id":358897,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0046/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Monterey Bay Region","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.4920654296875,\n              36.2265501474709\n            ],\n            [\n              -121.5,\n              36.2265501474709\n            ],\n            [\n              -121.5,\n              37.32648861334206\n            ],\n            [\n              -122.4920654296875,\n              37.32648861334206\n            ],\n            [\n              -122.4920654296875,\n              36.2265501474709\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49bee4b07f02db5d1218","contributors":{"authors":[{"text":"Muir, K. S.","contributorId":53764,"corporation":false,"usgs":true,"family":"Muir","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200396,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30125,"text":"wri7754 - 1977 - Techniques for estimating flood discharges for Oklahoma streams; Techniques for calculating magnitude and frequency of floods in Oklahoma from rural and urban areas under 2500 square miles, with compilations of flood data through 1975","interactions":[],"lastModifiedDate":"2018-11-08T15:53:31","indexId":"wri7754","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-54","title":"Techniques for estimating flood discharges for Oklahoma streams; Techniques for calculating magnitude and frequency of floods in Oklahoma from rural and urban areas under 2500 square miles, with compilations of flood data through 1975","docAbstract":"<p>Statewide regression equations are defined for estimating peak discharges of floods having recurrence intervals ranging from 2 to 500 years. Contributing drainage area, main-channel slope and mean annual precipitation are the independent variables required for estimating flood discharges for rural streams. For urban streams the percentage of the basin that is impervious and served by storm sewers also is required. The regression equations are applicable for watersheds draining less than 2,500 mil (6,500 km2) that are not significantly affected by regulation. For the rural streams, the regression equations are presented in graphical form for easy application.</p><p>Annual peak data, basin and climatic characteristics, log-Pearson Type III statistics and the flood-frequency relations are presented for 188 gaging stations.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7754","usgsCitation":"Thomas, W.O., and Corley, R.K., 1977, Techniques for estimating flood discharges for Oklahoma streams; Techniques for calculating magnitude and frequency of floods in Oklahoma from rural and urban areas under 2500 square miles, with compilations of flood data through 1975: U.S. Geological Survey Water-Resources Investigations Report 77-54, v, 170 p., https://doi.org/10.3133/wri7754.","productDescription":"v, 170 p.","costCenters":[],"links":[{"id":159761,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":" 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,{"id":30071,"text":"wri7788 - 1977 - Hydrology of Lake Panasoffkee, Sumter County, Florida","interactions":[],"lastModifiedDate":"2018-07-25T16:28:41","indexId":"wri7788","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-88","title":"Hydrology of Lake Panasoffkee, Sumter County, Florida","docAbstract":"<p>Lake Panasoffkee, in midwest Sumter County of central Florida, receives water from three creeks and discharges water through Outlet River at an average daily rate of 207 cubic feet per second. The eastern shore of the lake is marsh and wooded swamp with inflow to the lake coming from the northeast and southeast. About 15 percent of the basin contributes surface water to the lake and about 50 percent of the 420-square-mile topographic drainage basin contributes ground water to the lake. The water from the remainder of the basin either evaporates from low areas or directly recharges the Floridan aquifer for discharge outside the basin. The maximum stage on record is 44.28 feet above mean sea level and the minimum stage on record is 37.65 feet above. The lake level is partly affected by the Wysong Dam and has stabilized in recent years at about 40.95 feet above mean sea level. The quality of the water is generally good. The lake supports a favorably balanced fish population even though minor fish kills were reported in 1973 and 1974. These kills were probably the result of algal blooms.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7788","usgsCitation":"Taylor, G., 1977, Hydrology of Lake Panasoffkee, Sumter County, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-88, 1 Plate: 37.03 x 26.10 inches, https://doi.org/10.3133/wri7788.","productDescription":"1 Plate: 37.03 x 26.10 inches","costCenters":[],"links":[{"id":160141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0088/report-thumb.jpg","linkFileType":{"id":1,"text":"pdf"}},{"id":355975,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0088/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Sumter County","otherGeospatial":"Lake Panasoffkee","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.18597412109375,\n              28.75742632675056\n            ],\n            [\n              -82.06581115722656,\n              28.75742632675056\n            ],\n            [\n              -82.06581115722656,\n              28.87774838672653\n            ],\n            [\n              -82.18597412109375,\n              28.87774838672653\n            ],\n            [\n              -82.18597412109375,\n              28.75742632675056\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604738","contributors":{"authors":[{"text":"Taylor, G.F.","contributorId":6486,"corporation":false,"usgs":true,"family":"Taylor","given":"G.F.","email":"","affiliations":[],"preferred":false,"id":202624,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28880,"text":"wri7773 - 1977 - Digital computer simulation model of the Englishtown aquifer in the northern coastal plain of New Jersey","interactions":[],"lastModifiedDate":"2020-06-24T22:32:33.329655","indexId":"wri7773","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-73","title":"Digital computer simulation model of the Englishtown aquifer in the northern coastal plain of New Jersey","docAbstract":"Continued decline of water levels in the Englishtown aquifer, in New Jersey, has caused considerable concern regarding the ability of the aquifer to meet future yield demands. A detailed study of the capability of the aquifer to yield water entailed the use of a digital computer simulation model to evaluate aquifer and confining layer coefficients and to test alternative concepts of the hydrodynamics of the flow system. The modeled area includes about 750 square miles of the northern Coastal Plain of New Jersey and encompasses all the major centers of pumping from the Englishtown aquifer. The simulation model was calibrated by matching computed declines with historical water-level declines over the 12-year period, 1959-70. The volume of transient and steady leakage into the Englishtown aquifer from and through the adjacent confining layers equaled more than 90 percent of the total volume of water withdrawn from the aquifer between 1959 and 1970. The analytical estimate of transient leakage indicates that about 60 percent of the water withdrawn from the Englishtown between 1959 and 1970 was replaced by water released from storage in the adjacent confining beds. An additional 34 percent of the withdrawal over this time period was supported by steady leakage through the overlying confining bed from the Mount Laurel aquifer. Of the more than 30 billion gallons withdrawn from the aquifer over the 12-year period, about 2 billion gallons were obtained from storage in the aquifer. The values of aquifer and confining-layer coefficients used in the model are nearly the same as the average values obtained from field and laboratory data. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7773","usgsCitation":"Nichols, W.D., 1977, Digital computer simulation model of the Englishtown aquifer in the northern coastal plain of New Jersey: U.S. Geological Survey Water-Resources Investigations Report 77-73, ix, 101 p., https://doi.org/10.3133/wri7773.","productDescription":"ix, 101 p.","costCenters":[],"links":[{"id":159615,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0073/report-thumb.jpg"},{"id":375879,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0073/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Coastal New Jersey","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.267578125,\n              40.59727063442024\n            ],\n            [\n              -74.37744140625,\n              40.413496049701955\n            ],\n            [\n              -74.2236328125,\n              40.245991504199026\n            ],\n            [\n              -74.619140625,\n              39.41922073655956\n            ],\n            [\n              -75.08056640625,\n              39.487084981687495\n            ],\n            [\n              -75.52001953125,\n              39.791654835253425\n            ],\n            [\n              -75.52001953125,\n              39.40224434029275\n            ],\n            [\n              -75.16845703124999,\n              38.993572058209466\n            ],\n            [\n              -74.77294921875,\n              38.736946065676\n            ],\n            [\n              -73.85009765625,\n              39.9434364619742\n            ],\n            [\n              -73.8720703125,\n              40.49709237269567\n            ],\n            [\n              -74.267578125,\n              40.59727063442024\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b464d","contributors":{"authors":[{"text":"Nichols, W. D.","contributorId":73220,"corporation":false,"usgs":true,"family":"Nichols","given":"W.","middleInitial":"D.","affiliations":[],"preferred":false,"id":200552,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29642,"text":"wri76135 - 1977 - Saltwater intrusion in the shallow aquifer in Martin and Palm Beach counties, Florida","interactions":[],"lastModifiedDate":"2019-08-05T10:58:02","indexId":"wri76135","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"76-135","title":"Saltwater intrusion in the shallow aquifer in Martin and Palm Beach counties, Florida","docAbstract":"Urban growth has been rapid in recent years in Palm Beach and Martin Counties, Fla. The withdrawal of large quantities of fresh ground water in the vicinity of the coast has reduced or locally reversed the natural seaward hydraulic gradient and, in places, allowed saltwater to advance landward in the aquifer, displacing freshwater. Maps show the position of the saltwater front in eight urban areas adjacent to the coast. The saltwater front, as shown on the profiles, is based on a chloride concentration of 250 mg/liter which is recommended as a limit for water that is considered potable. The chloride concentration of native freshwater almost always is less than 50 mg/liter in the coastal aquifer. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri76135","usgsCitation":"Scott, W.B., Land, L.F., and Rodis, H., 1977, Saltwater intrusion in the shallow aquifer in Martin and Palm Beach counties, Florida: U.S. Geological Survey Water-Resources Investigations Report 76-135, 1 Plate: 29.54 x 27.66 inches, https://doi.org/10.3133/wri76135.","productDescription":"1 Plate: 29.54 x 27.66 inches","costCenters":[],"links":[{"id":366219,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0135/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159463,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0135/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Martin County, Palm Beach County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.7330322265625,\n              26.373415804339512\n            ],\n            [\n              -80.04913330078124,\n              26.373415804339512\n            ],\n            [\n              -80.04913330078124,\n              27.226546980135346\n            ],\n            [\n              -80.7330322265625,\n              27.226546980135346\n            ],\n            [\n              -80.7330322265625,\n              26.373415804339512\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaee4b07f02db66c86c","contributors":{"authors":[{"text":"Scott, W. B.","contributorId":87887,"corporation":false,"usgs":true,"family":"Scott","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":201870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Land, L. F.","contributorId":17253,"corporation":false,"usgs":true,"family":"Land","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":201868,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rodis, H.G.","contributorId":44195,"corporation":false,"usgs":true,"family":"Rodis","given":"H.G.","affiliations":[],"preferred":false,"id":201869,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28881,"text":"wri76123 - 1977 - Geohydrology of the Englishtown Formation in the northern Coastal Plain of New Jersey","interactions":[],"lastModifiedDate":"2012-09-19T17:16:46","indexId":"wri76123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"76-123","title":"Geohydrology of the Englishtown Formation in the northern Coastal Plain of New Jersey","docAbstract":"The Englishtown Formation of the Matawan Group of Late Cretaceous age is exposed in the western part of the New Jeresy Coastal Plain along a northeast-southwest trending zone extending from Raritan Bay to Delaware Bay. In outcrop, in the northern part of the Coastal Plain, the Englishtown typically consists of a series of thin, cross-stratified, fine- to medium-grained lignitic quartz sand beds intercalated with thin beds of sandy silty clay and clayey silt, ranging in total thickness from about 140 feet (43 meters) near Raritan Bay to about 50 feet (15 meters) near Trenton. In the subsurface of the northern part of the Coastal Plain, the formation retains most of the lithologic characteristics displayed in outcrop. In northern and eastern Ocean County the Englishtown can be subdivided into three distinct lithologic units; upper and lower units of quartz sand with thin interbeds of dark sandy silt, separated by a thick sequence of sandy and clayey lignitic silt. The confined part of the aquifer in the Englishtown Formation is utilized as a source of water over an area of about 1,100 square miles (2,849 square kilometers) of the New Jersey Coastal Plain and is an important source of supply in Monmouth and northern Ocean Counties. The annual average rate of withdrawal from the aquifer in the two-county area increased from 5.5 million gallons per day (0.24 cubic meters per second) in 1959 to 9.5 million gallons per day (0.4 cubic meters per second) in 1970. Water levels in parts of this area were declining 8 to 12 feet (2.4 to 3.6 meters) per year as of 1970 and they declined as much as 140 feet (43 meters) between 1959 and 1970 near pumping centers. The aquifer transmissivity ranges from 2,400 square feet per day to 650 square feet per day (223 square meters per day to 60 square meters per day); the estimated hydraulic conductivity ranges from about 11 feet per day to 20 feet per day (3.3 meters per day to 6.1 meters per day); and the storage coefficient ranges from 8 x 10<sup>-5</sup> to 3 x 10<sup>-4</sup>. The underlying and overlying confining beds, which have an average thickness of 200 feet (61 meters) and 40 feet (12 meters), respectively, have vertical hydraulic conductivities on the order of 1 x 10<sup>-5</sup> feet per day (3 x 10<sup>-6</sup> meters per day) and specific storage on the order of 8 x 10<sup>-5</sup> ft<sup>-1</sup> (2.4 x 10<sup>-5</sup> m<sup>-1</sup>). The Englishtown aquifer is an integral part of the complex multi- aquifer system of the New Jersey Coastal Plain. The withdrawal of water from the Englishtown aquifer has had a marked effect on the water level in the overlying Moutn Laurel aquifer, and these effects will continue so long as the water level in the Englishtown continues to decline. Any increase in the development of the Mount Laurel aquifer that reduces the volume of leakage to the Englishtown will cause an increase in the rate of water-level decline in the Englishtown even with no increase in direct withdrawals. The interrelationship and interdependency between pumping stresses in individual aquifers within the complex Coastal Plain aquifer sytem must be recognized and appreciated, and the hydrodynamics of all parts of the system must be considered if reliable predictions of aquifer response to these stresses are to be made. Such predictions generally require a simulation model analysis of the system.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Trenton, NJ","doi":"10.3133/wri76123","collaboration":"Prepared in cooperation with the New Jersey Department of Environmental Protection, Division of Water Resources","usgsCitation":"Nichols, W.D., 1977, Geohydrology of the Englishtown Formation in the northern Coastal Plain of New Jersey: U.S. Geological Survey Water-Resources Investigations Report 76-123, vi, 62 p., https://doi.org/10.3133/wri76123.","productDescription":"vi, 62 p.","numberOfPages":"68","onlineOnly":"Y","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":159621,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_76_123.gif"},{"id":261954,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/1976/123/","linkFileType":{"id":5,"text":"html"}},{"id":261955,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/123/pdf/wrir76-123.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Jersey","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75,39.666666666666664 ], [ -75,40.666666666666664 ], [ -73.83333333333333,40.666666666666664 ], [ -73.83333333333333,39.666666666666664 ], [ -75,39.666666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a89af","contributors":{"authors":[{"text":"Nichols, W. D.","contributorId":73220,"corporation":false,"usgs":true,"family":"Nichols","given":"W.","middleInitial":"D.","affiliations":[],"preferred":false,"id":200553,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30369,"text":"wri7772 - 1977 - Physical, chemical, and biological relations of four ponds in the Hidden Water Creek strip-mine area, Powder River Basin, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri7772","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-72","title":"Physical, chemical, and biological relations of four ponds in the Hidden Water Creek strip-mine area, Powder River Basin, Wyoming","docAbstract":"The Hidden Water Creek area in Wyoming was mined from 1944 to 1955 and abandoned. The open pits filled with water and pond-type ecosystems developed. Light was transmitted to greater depths within two control ponds located outside the mine area. The lower light transmittance in the ponds within the mined area probably was due, in part, to the greater number of phytoplankton cells. Also, unconsolidated soil material within the mine area was observed to slough off the pond banks, which could add to the concentration of suspended sediments. Dissolved oxygen concentrations were lower in the ponds within the mined area. Most of the major ions (calcium, magnesium, sulfate, and sodium) were present in greater concentrations in the ponds within the mined area. Higher concentrations of bicarbonate and total hardness were in the water within the mined area. Biological communities were less diverse and chemical concentrations fluctuated more in the mined area than in the ponds outside the mined area. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri7772","usgsCitation":"Wangsness, D.J., 1977, Physical, chemical, and biological relations of four ponds in the Hidden Water Creek strip-mine area, Powder River Basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 77-72, v, 48 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri7772.","productDescription":"v, 48 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":119690,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0072/report-thumb.jpg"},{"id":59155,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a71","contributors":{"authors":[{"text":"Wangsness, David J.","contributorId":81475,"corporation":false,"usgs":true,"family":"Wangsness","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203137,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29392,"text":"wri7774 - 1977 - Flood profiles of the Alafia River, west-central Florida, computed by step-backwater method","interactions":[],"lastModifiedDate":"2019-07-22T11:06:17","indexId":"wri7774","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-74","title":"Flood profiles of the Alafia River, west-central Florida, computed by step-backwater method","docAbstract":"The Alafia River is a coastal stream that discharges into Hillsborough Bay. The river and its two principal tributaries, North Prong Alafia River and South Prong Alafia River, drain an area of 420 sq mi of predominantly rural land. However, near the coast, urban residential developments are increasing. The flood plain of the river is subject to flooding, particularly during large regional storms. Peak-discharge frequencies have been determined for data available at two gaging stations in the basin. The flood profiles for peak discharges of recurrence intervals of 2.33, 5, 10, 25, 50, 100, and 200 years have been determined using the step-backwater method. These profiles can be used in conjunction with topographic maps to delineate the area of flooding. Flood profiles were not determined for the tidally affected area near the mouth of the river. Flood marks were located that can be associated with the 1960 flood which occurred when Hurricane Donna passed over the area. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7774","usgsCitation":"Robertson, A., 1977, Flood profiles of the Alafia River, west-central Florida, computed by step-backwater method: U.S. Geological Survey Water-Resources Investigations Report 77-74, Report: iv, 21 p.; 3 Plates: 30.82 x 15.46 inches or smaller, https://doi.org/10.3133/wri7774.","productDescription":"Report: iv, 21 p.; 3 Plates: 30.82 x 15.46 inches or smaller","costCenters":[],"links":[{"id":365766,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0074/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365767,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0074/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365768,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0074/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365769,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0074/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160457,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0074/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Alafia River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.40020751953125,\n              27.854254407864484\n            ],\n            [\n              -82.2052001953125,\n              27.854254407864484\n            ],\n            [\n              -82.2052001953125,\n              27.882176952341734\n            ],\n            [\n              -82.40020751953125,\n              27.882176952341734\n            ],\n            [\n              -82.40020751953125,\n              27.854254407864484\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aea21","contributors":{"authors":[{"text":"Robertson, A.F.","contributorId":35369,"corporation":false,"usgs":true,"family":"Robertson","given":"A.F.","email":"","affiliations":[],"preferred":false,"id":201456,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29128,"text":"wri7740 - 1977 - Nature and extent of ground-water-quality changes resulting from solid-waste disposal, Marion County, Indiana","interactions":[],"lastModifiedDate":"2019-07-22T12:30:48","indexId":"wri7740","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-40","title":"Nature and extent of ground-water-quality changes resulting from solid-waste disposal, Marion County, Indiana","docAbstract":"<p>Studies of seven landfills in the Indianapolis, Indiana, area indicate that in five of the landfills movement of ground water is from the deep aquifers into the uppermost aquifer. In the other two landfills, movement of ground water is from the shallow aquifers to the deeper aquifers, so that leachate is transported into the deeper aquifers. In all the landfills, the predominant direction of ground-water movement is lateral. Placing solid waste into the landfills has occasionally altered the local, but not the regional, flow patterns. Ground-water mounding at shallow depths beneath two of the landfills has caused flow toward the edges of the two fills. Leachate at these fills is moving downward and outward and has affected water quality at shallow depths. Pumping near two other landfills has reversed the direction of regional ground-water flow, allowing leachate to move toward the pumping wells. Leachate at the three remaining landfills is moving downgradient and is discharging into single streams adjacent to each landfill. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7740","usgsCitation":"Pettijohn, R.A., 1977, Nature and extent of ground-water-quality changes resulting from solid-waste disposal, Marion County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 77-40, ix, 119 p. , https://doi.org/10.3133/wri7740.","productDescription":"ix, 119 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":365796,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0040/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159607,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0040/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Marion County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-88.6962,38.8256],[-88.6978,38.7372],[-88.6998,38.6062],[-88.7009,38.5618],[-88.7018,38.4752],[-88.8111,38.4759],[-88.9228,38.4769],[-88.9799,38.4749],[-89.0345,38.4747],[-89.1444,38.4741],[-89.1443,38.5041],[-89.1429,38.5611],[-89.1395,38.6495],[-89.1396,38.7361],[-89.1392,38.824],[-89.0961,38.8234],[-89.0317,38.8232],[-88.9218,38.8237],[-88.8078,38.824],[-88.6962,38.8256]]]},\"properties\":{\"name\":\"Marion\",\"state\":\"IL\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db6980b0","contributors":{"authors":[{"text":"Pettijohn, R. A.","contributorId":66743,"corporation":false,"usgs":true,"family":"Pettijohn","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200991,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30198,"text":"wri779 - 1977 - Water resources of Okaloosa County and adjacent areas, Florida","interactions":[],"lastModifiedDate":"2019-07-10T09:37:06","indexId":"wri779","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-9","title":"Water resources of Okaloosa County and adjacent areas, Florida","docAbstract":"Okaloosa County, in the northwest Florida panhandle, uses the Floridan aquifer for water supply, although it also has abundant surface water and ground water in the surficial sand-and-gravel aquifer. Water levels have declined locally more than 90 feet in the upper limestone of the Floridan aquifer. The Floridan aquifer is overlain by the Pensacola clay confining bed, and the Bucatunna Clay subdivides it into two limestone units. Water in the upper limestone is generally of good quality. The lower limestone probably contains saline water. Average daily stream discharge is about 2,500 million gallons. Stream discharge does not diminish excessively during droughts, owing to high base runoff. Water levels in the Floridan aquifer will decline as long as pumping increases in the present areas of withdrawal. The decline could be alleviated by redistribution of pumping, artificial recharge, and the use of the sand-and-gravel aquifer or streams. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri779","usgsCitation":"Trapp, H., Pascale, C., and Foster, J., 1977, Water resources of Okaloosa County and adjacent areas, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-9, vi, 83 p., https://doi.org/10.3133/wri779.","productDescription":"vi, 83 p.","costCenters":[],"links":[{"id":159972,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0009/report-thumb.jpg"},{"id":365418,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Okaloosa County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -86.80709838867188,\n              30.383537906740475\n            ],\n            [\n              -86.341552734375,\n              30.383537906740475\n            ],\n            [\n              -86.341552734375,\n              30.99291427996619\n            ],\n            [\n              -86.80709838867188,\n              30.99291427996619\n            ],\n            [\n              -86.80709838867188,\n              30.383537906740475\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a16e4b07f02db603cf2","contributors":{"authors":[{"text":"Trapp, Henry","contributorId":107693,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","affiliations":[],"preferred":false,"id":202848,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pascale, C.A.","contributorId":68724,"corporation":false,"usgs":true,"family":"Pascale","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":202847,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Foster, J.B.","contributorId":12040,"corporation":false,"usgs":true,"family":"Foster","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":202846,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30548,"text":"wri7765 - 1977 - Ground-water resources along the Blue Ridge Parkway, North Carolina","interactions":[],"lastModifiedDate":"2019-11-06T15:12:38","indexId":"wri7765","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-65","title":"Ground-water resources along the Blue Ridge Parkway, North Carolina","docAbstract":"The best areas to develop ground water along the Blue Ridge Parkway in North Carolina are in broad draws and in stream valleys where draws open to the valleys. Saprolite thickness in these places can exceed 50 feet and provide adequate ground-water storage; draws are topographic expressions of fracture zones in the underlying bedrock, which transmit water from the overlying saprolite to the wells. Well yields along the parkway can exceed 25 gallons per minute. ' Good ' areas for wells, ' fair ' areas for wells, and inferred fracture zones are shown on a series of topographic maps of the parkway, and are based upon an assessment of the topography and saprolite thickness in each map area. The text that accompanies each map describes the geology of the area, recreational and associated facilities along the parkway, well and spring data, and potential yields of wells.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7765","usgsCitation":"Winner, M.D., 1977, Ground-water resources along the Blue Ridge Parkway, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 77-65, ix, 170 p. , https://doi.org/10.3133/wri7765.","productDescription":"ix, 170 p. 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db666fdd","contributors":{"authors":[{"text":"Winner, M. D. Jr.","contributorId":51766,"corporation":false,"usgs":true,"family":"Winner","given":"M.","suffix":"Jr.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":203438,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30393,"text":"wri77112 - 1977 - Effectiveness of pilot connector well in artificial recharge of the Floridan aquifer, western Orange County, Florida","interactions":[],"lastModifiedDate":"2019-11-12T14:17:25","indexId":"wri77112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-112","title":"Effectiveness of pilot connector well in artificial recharge of the Floridan aquifer, western Orange County, Florida","docAbstract":"A connector well pilot installation, in continuous operation in western Orange County since December 4, 1970, was transferring water from the lower of two shallow sand aquifers to the Floridan aquifer at a rate of 13 gallons per minute when measured on September 23, 1971. The recharge water is untreated and analyses show it to be chemically and physically compatible with the water in the Floridan aquifer. The temperatures of the recharging and receiving waters were identical, 23 deg C. The transfer of water from the lower sand aquifer to the Floridan aquifer caused only a small buildup of artesian pressure in the Floridan aquifer but it lowered the artesian head 4 feet in the lower sand aquifer near the well which supplied the recharge water. Water levels in the upper sand aquifer were not affected, probably because of the low permeability of an intervening hardpan layer. However, after six auger holes back-filled with sand connected the two sand aquifers on April 5, 1972, a rise of water levels in the lower sand aquifer was noted. The principal chemical and physical effects on the water in the Floridan aquifer were a general improvement in chemical quality and an increase in color. The color may decrease as more water moves through the sand aquifer and the material responsible for the high color is removed by flushing. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77112","usgsCitation":"Watkins, F.A., 1977, Effectiveness of pilot connector well in artificial recharge of the Floridan aquifer, western Orange County, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-112, iv, 28 p. , https://doi.org/10.3133/wri77112.","productDescription":"iv, 28 p. ","costCenters":[],"links":[{"id":369132,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0112/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160600,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0112/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Orange County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.6448974609375,\n              28.36361017019959\n            ],\n            [\n              -81.353759765625,\n              28.36361017019959\n            ],\n            [\n              -81.353759765625,\n              28.71829174815013\n            ],\n            [\n              -81.6448974609375,\n              28.71829174815013\n            ],\n            [\n              -81.6448974609375,\n              28.36361017019959\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db6251f3","contributors":{"authors":[{"text":"Watkins, Frank A. Jr.","contributorId":73650,"corporation":false,"usgs":true,"family":"Watkins","given":"Frank","suffix":"Jr.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203177,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29738,"text":"wri7713 - 1977 - Experimental study of artificial recharge alternatives in northwest Hillsborough County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri7713","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-13","title":"Experimental study of artificial recharge alternatives in northwest Hillsborough County, Florida","docAbstract":"Extensive water withdrawal from the Floridan aquifer in the urban Tampa Bay area has induced leakage from the overlying surficial aquifer adversely effecting the water table and lake levels. Artificial recharge could reduce the impact of these effects. Four experiments were conducted to investigate possible recharge alternatives; sinkhole recharge, water-spreading, connector wells, and subsurface-tile drainage to a deep well. Experiments indicate that all four methods can be effective. However, the sink-hole recharge experiment moved the greatest volume of water into the Floridan aquifer. The drain-tile experiment indicated greatest potential for draining the surficial aquifer. Combinations of the four methods could be used where potential exists for downward movement of water and sufficient unsaturated aquifer for water storage. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7713","usgsCitation":"Sinclair, W.C., 1977, Experimental study of artificial recharge alternatives in northwest Hillsborough County, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-13, 52 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7713.","productDescription":"52 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":119299,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0013/report-thumb.jpg"},{"id":58541,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f8e52","contributors":{"authors":[{"text":"Sinclair, William C.","contributorId":14798,"corporation":false,"usgs":true,"family":"Sinclair","given":"William","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":202038,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29435,"text":"wri77113 - 1977 - Map showing ground-water conditions in the lower Verde River area, Maricopa, Yavapai, and Gila Counties, Arizona, 1976","interactions":[],"lastModifiedDate":"2019-08-05T10:58:47","indexId":"wri77113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-113","title":"Map showing ground-water conditions in the lower Verde River area, Maricopa, Yavapai, and Gila Counties, Arizona, 1976","docAbstract":"Arizona is divided into 67 ground-water areas, and individual areas are selected for intensive data collection once every 6 years. The data collected in the lower Verde River area are given on a map that shows altitude of the water level, depth of water, well depth, chemical quality of the water, and irrigated area. Scale 1:125,000. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77113","usgsCitation":"Ross, P.P., 1977, Map showing ground-water conditions in the lower Verde River area, Maricopa, Yavapai, and Gila Counties, Arizona, 1976: U.S. Geological Survey Water-Resources Investigations Report 77-113, 1 Plate: 29.84 x 39.02 inches, https://doi.org/10.3133/wri77113.","productDescription":"1 Plate: 29.84 x 39.02 inches","costCenters":[],"links":[{"id":159791,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0113/report-thumb.jpg"},{"id":366220,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0113/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","county":"Gila County, Maricopa County, Yavapai 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P. P.","contributorId":78742,"corporation":false,"usgs":true,"family":"Ross","given":"P.","middleInitial":"P.","affiliations":[],"preferred":false,"id":201523,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29313,"text":"wri76108 - 1977 - Effects on ground-water quality from irrigating pasture with sewage effluent near Lakeland, Florida","interactions":[],"lastModifiedDate":"2013-08-12T12:04:33","indexId":"wri76108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"76-108","title":"Effects on ground-water quality from irrigating pasture with sewage effluent near Lakeland, Florida","docAbstract":"Since 1969 an average of 25,000 gpd of domestic secondary-treated effluent has been used to supplement irrigation of 30 acres of grazed pasture north of Lakeland, Florida. Monitor wells were contructed near the effluent-irrigated pasture. The water table in the surficial aquifer under the pasture varied from 1.0 to 3.3 feet below land surface. Total nitrogen was less than 20 percent of the effluent content after percolating 8 feet; no increase in nitrogen was detected 20 feet below the surface, or in down-gradient ground water. There was no evidence of phosphorus or carbon contamination of ground water. Low numbers of bacteria (generally coliform) were noted in some samples from nine wells. Four wells sampled contained bacteria of probable fecal origin. Low-rate application of the effluent to the pasture apparently has had little effect on the soil and ground water. (Woodard-USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, Geological Survey, Water Resources Division,","doi":"10.3133/wri76108","usgsCitation":"Reichenbaugh, R., 1977, Effects on ground-water quality from irrigating pasture with sewage effluent near Lakeland, Florida: U.S. Geological Survey Water-Resources Investigations Report 76-108, vi, 56 p. :ill. ;26 cm., https://doi.org/10.3133/wri76108.","productDescription":"vi, 56 p. :ill. ;26 cm.","costCenters":[],"links":[{"id":159592,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0108/report-thumb.jpg"},{"id":276442,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0108/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f5c6","contributors":{"authors":[{"text":"Reichenbaugh, R.C.","contributorId":24322,"corporation":false,"usgs":true,"family":"Reichenbaugh","given":"R.C.","affiliations":[],"preferred":false,"id":201330,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29883,"text":"wri77125 - 1977 - The Winona-Tallahatta Aquifer in Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri77125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-125","title":"The Winona-Tallahatta Aquifer in Mississippi","docAbstract":"This aquifer atlas describing the Winona-Tallahatta aquifer is the seventh in a series prepared in cooperation with the Mississippi Board of Water Commissioners. The atlas summarizes the large amount of unpublished data available in the files of the U.S. Geological Survey and it describes the extent, character, and present utilization of the aquifer and its potential for additional development. The Winona-Tallahatta aquifer, which contains freshwater having less than 1,000 mg/liter of dissolved solids in about 25 percent of the State occurs in northwestern and central Mississippi. The water-bearing zones extend into Tennessee and become part of the Memphis aquifer. In Arkansas and Louisiana the aquifer is in the Cane River Formation. The Tallahatta Formation which is the basal unit of the Claiborne Group includes, in ascending order, the Meridian Sand, Basic City Shale, and Neshoba Sand Members. The Winona-Tallahatta aquifer is the source of water for only a few large water users, but is the source of water for hundreds of small-yield domestic and stock wells less than 200 feet deep. Total water use in the State in 1977 from the Winona-Tallahatta is estimated to be about 3 mdg. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri77125","usgsCitation":"Spiers, C.A., 1977, The Winona-Tallahatta Aquifer in Mississippi: U.S. Geological Survey Water-Resources Investigations Report 77-125, 1 map :col. ;on sheet 107 x 74 cm., folded in envelope 31 x 22 cm. +1 sheet (74 x 107 cm.), https://doi.org/10.3133/wri77125.","productDescription":"1 map :col. ;on sheet 107 x 74 cm., folded in envelope 31 x 22 cm. +1 sheet (74 x 107 cm.)","costCenters":[],"links":[{"id":160112,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d58c","contributors":{"authors":[{"text":"Spiers, C. A.","contributorId":69187,"corporation":false,"usgs":true,"family":"Spiers","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202295,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29428,"text":"wri7718 - 1977 - Hydrologic considerations associated with dredging spring ponds in Wisconsin","interactions":[],"lastModifiedDate":"2023-12-18T20:07:19.775762","indexId":"wri7718","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-18","title":"Hydrologic considerations associated with dredging spring ponds in Wisconsin","docAbstract":"<p>Spring ponds (small spring-fed bodies of water) are natural features of some glaciated areas and have a continuous flow of ground water entering through their bottoms and exiting through surface outlets.</p>\n<p>Dredging has been used to restore ponds that have been filled in part or totally by sediment. The purpose of the study was to determine the hydrology of selected spring ponds and the effect that dredging has had on the ponds. Three ponds, Maxwell, Sunshine, and Krause Ponds, in northeastern Wisconsin were studied. Sediments were dredged from Sunshine and Krause Ponds. Maxwell Pond, which was not dredged, was a hydrologic control to aid in distinguishing changes produced by dredging from those that were natural.</p>\n<p>Ground water from glacial deposits is the source of most of the water flowing in spring ponds and streams in the study area. Average annual ground-water recharge in the study area is about 13 inches. Ground-water discharge contributed 97 percent of the total flow in the Red River, a typical stream in the study area, during the 1973 water year.</p>\n<p>Ground water and surface water in the study area are of a calcium magnesium bicarbonate type. Dissolved-solids concentration ranges from 170 to 250 milligrams per liter. Temperature of ground water discharging into the spring ponds in the study ranged from 6 to 7 Celsius.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7718","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Rose, W., 1977, Hydrologic considerations associated with dredging spring ponds in Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 77-18, Report: v, 35 p.; 1 Plate: 13.50 x 12.50 inches, https://doi.org/10.3133/wri7718.","productDescription":"Report: v, 35 p.; 1 Plate: 13.50 x 12.50 inches","numberOfPages":"40","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":423712,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35136.htm","linkFileType":{"id":5,"text":"html"}},{"id":58275,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0018/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124132,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0018/report-thumb.jpg"},{"id":58276,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Langlade County","otherGeospatial":"Krause Pond, Maxwell Pond, Sunshine Pond","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.97003173828125,\n              44.96479793033104\n            ],\n            [\n              -88.97003173828125,\n              45.273920035433605\n            ],\n            [\n              -88.24218749999999,\n              45.273920035433605\n            ],\n            [\n              -88.24218749999999,\n              44.96479793033104\n            ],\n            [\n              -88.97003173828125,\n              44.96479793033104\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1690","contributors":{"authors":[{"text":"Rose, William J. wjrose@usgs.gov","contributorId":2182,"corporation":false,"usgs":true,"family":"Rose","given":"William J.","email":"wjrose@usgs.gov","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":201513,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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