{"pageNumber":"5515","pageRowStart":"137850","pageSize":"25","recordCount":165626,"records":[{"id":62243,"text":"gq1212 - 1974 - Geologic map of the Cranston quadrangle, northeastern Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:11:01","indexId":"gq1212","displayToPublicDate":"1995-03-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1212","title":"Geologic map of the Cranston quadrangle, northeastern Kentucky","language":"ENGLISH","doi":"10.3133/gq1212","usgsCitation":"Philley, J.C., Hylbert, D.K., and Hoge, H.P., 1974, Geologic map of the Cranston quadrangle, northeastern Kentucky: U.S. Geological Survey Geologic Quadrangle 1212, 1 map., https://doi.org/10.3133/gq1212.","productDescription":"1 map.","costCenters":[],"links":[{"id":107642,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10750.htm","linkFileType":{"id":5,"text":"html"},"description":"10750"},{"id":248427,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1212/report.pdf","size":"27","linkFileType":{"id":1,"text":"pdf"}},{"id":253405,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1212/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -83.5,38.25 ], [ -83.5,38.3675 ], [ -83.36749999999999,38.3675 ], [ -83.36749999999999,38.25 ], [ -83.5,38.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b09e4b07f02db69c111","contributors":{"authors":[{"text":"Philley, John Calvin","contributorId":25237,"corporation":false,"usgs":true,"family":"Philley","given":"John","email":"","middleInitial":"Calvin","affiliations":[],"preferred":false,"id":267129,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hylbert, David Kent","contributorId":58711,"corporation":false,"usgs":true,"family":"Hylbert","given":"David","email":"","middleInitial":"Kent","affiliations":[],"preferred":false,"id":267130,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hoge, Harry P.","contributorId":60704,"corporation":false,"usgs":true,"family":"Hoge","given":"Harry","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":267131,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":734,"text":"wsp2134 - 1974 - Surface water supply of the United States, 1966-70, part 13, Snake River basin","interactions":[],"lastModifiedDate":"2013-11-21T14:23:59","indexId":"wsp2134","displayToPublicDate":"1994-01-01T07:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2134","title":"Surface water supply of the United States, 1966-70, part 13, Snake River basin","docAbstract":"This report is one of a series of 37 reports presenting records of stage and discharge\nof streams, and of stage and contents of lakes and reservoirs in the United States during\nthe 1966-70 water years; it contains the records for gaging stations and partial-record\nstations in the Snake River Basin.\nSince 1888, when the U.S. Geological Survey first studied streamflow in relation\nto problems of irrigation, similar records have been obtained at more than 19,500\ngaging stations in the 50 States. On September 30, 1970, the Geological Survey and\ncooperating organizations were maintaining 10,000 gaging stations. Partial-record\nstations for low flow or for floodflow have been operated at many other points.","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2134","collaboration":"Prepared in cooperation with the States of Idaho .Nevada, Oregon, Utah, Washington, and Wyoming, and with other agencies","usgsCitation":"U.S. Government Printing Office, 1974, Surface water supply of the United States, 1966-70, part 13, Snake River basin: U.S. Geological Survey Water Supply Paper 2134, ix, 829 p., https://doi.org/10.3133/wsp2134.","productDescription":"ix, 829 p.","costCenters":[],"links":[{"id":136321,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2134/report-thumb.jpg"},{"id":25303,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2134/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":279501,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/publication/wsp2134"}],"country":"United States","state":"Idaho;Nevada;Oregon;Utah;Washington;Wyoming","otherGeospatial":"Snake River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -0.01638888888888889,0.0011111111111111111 ], [ -0.01638888888888889,0.0011111111111111111 ], [ -0.01638888888888889,0.0011111111111111111 ], [ -0.01638888888888889,0.0011111111111111111 ], [ -0.01638888888888889,0.0011111111111111111 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af3e4b07f02db691ba5"} ,{"id":37606,"text":"tp75 - 1974 - Species and age composition of trap net catches in Lake Oahe, South Dakota, 1963-67","interactions":[],"lastModifiedDate":"2012-02-02T00:09:52","indexId":"tp75","displayToPublicDate":"1994-01-01T01:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":89,"text":"Technical Paper","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"75","title":"Species and age composition of trap net catches in Lake Oahe, South Dakota, 1963-67","docAbstract":"Twenty-seven fish species were captured in Lake Oahe with trap nets in 1963-67. The catch was dominated by eight species in order of abundance: black crappie (Pomoxis nigromaculatus), bigmouth buffalo (Ictiobus cyprinellus), white crappie (Pomoxis annularis), carp (Cyprinus carpio), river carpsucker (Carpiodes carpio), freshwater drum (Aplodinotus grunniens), smallmouth buffalo (Ictiobus bubalus), and goldeye (Hiodon alosoides).\r\nCatch per unit of effort did not reflect changes in abundance of some of the species because of variation in environmental conditions. Frequency and strength of postimpoundment year classes were considered the best indicators of the ability of a species to adapt to reservoir conditions.\r\nNorthern pike (Esox lucius), carp, smallmouth buffalo, and bigmouth buffalo established strong year classes in the early years of impoundment (1952-62), when previously unflooded terrain was inundated as the reservoir filled. The infrequency of abundant postimpoundment year classes and the limitations caused by spawning habitat requirements indicated that the abundance of these species will decline. Goldeye, channel catfish (Ictalurus punctatus), white bass (Morone chrysops), white crappie, black crappie, sauger (Stizostedion canadense), yellow perch (Perca flavescens), and freshwater drum which do not require inundated vegetation for spawning had better reproductive success after 1962 than before.","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","collaboration":"Out-of-print","usgsCitation":"Gabel, J.A., 1974, Species and age composition of trap net catches in Lake Oahe, South Dakota, 1963-67: Technical Paper 75, 21 p.","productDescription":"21 p.","startPage":"0","endPage":"21","numberOfPages":"21","costCenters":[{"id":324,"text":"Great Lakes Science Center","active":true,"usgs":true}],"links":[{"id":94275,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://hdl.handle.net/2027/uc1.31822006841605?urlappend=%3Bseq=113"},{"id":164798,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4ea8","contributors":{"authors":[{"text":"Gabel, James A.","contributorId":15676,"corporation":false,"usgs":true,"family":"Gabel","given":"James","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":218330,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":37610,"text":"tp79 - 1974 - Goldeye, Hiodon alosoides, in Lake Oahe: abundance, age, growth, maturity, food, and the fishery, 1963-69","interactions":[],"lastModifiedDate":"2012-02-02T00:09:52","indexId":"tp79","displayToPublicDate":"1994-01-01T01:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":89,"text":"Technical Paper","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"79","title":"Goldeye, Hiodon alosoides, in Lake Oahe: abundance, age, growth, maturity, food, and the fishery, 1963-69","docAbstract":"Reproductive success was relatively consistent, and adequate to maintain species abundance at a nearly constant level, during 1963-69. Both abundance and growth in length increased from the lower to the upper portion of the reservoir. In most characteristics -- growth in length, length-weight relation, age at maturity, and food -- goldeye in Lake Oahe were similar to those from other Missouri River impoundments.\r\nExperimental gill nets samples all lengths (range 80-460 mm; median, 320 mm) of goldeye, bottom trawls sampled mostly small fish, (median, 215 mm) and trap nets large ones (median, 345 mm). Commercial gill nets were highly size selective (median, 375 mm); fish of ages IV-VII made up 90% of the catch. Survival rates were 57 to 52% for ages II-X. Estimated survival rates for ages V-IX declined from 44 to 35% after the inception of the commercial fishery in 1966. The peak commercial catch was 151,432 kg (1.2 kg/hectare) in 1969. Unless recruitment declines, the population can support a fishery of that magnitude.","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","collaboration":"Out-of-print","usgsCitation":"Miller, G.L., and Nelson, W.R., 1974, Goldeye, Hiodon alosoides, in Lake Oahe: abundance, age, growth, maturity, food, and the fishery, 1963-69: Technical Paper 79, 13 p.","productDescription":"13 p.","startPage":"0","endPage":"13","numberOfPages":"13","costCenters":[{"id":324,"text":"Great Lakes Science Center","active":true,"usgs":true}],"links":[{"id":94279,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://hdl.handle.net/2027/uc1.31822006841605?urlappend=%3Bseq=201"},{"id":165682,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db6726bf","contributors":{"authors":[{"text":"Miller, Grant L.","contributorId":24003,"corporation":false,"usgs":true,"family":"Miller","given":"Grant","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":218335,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nelson, William R.","contributorId":58326,"corporation":false,"usgs":true,"family":"Nelson","given":"William","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":218336,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":37609,"text":"tp78 - 1974 - Population trends, growth, and movement of bigmouth buffalo, Ictiobus cyprinellus, in Lake Oahe, 1963-70","interactions":[],"lastModifiedDate":"2012-02-02T00:09:52","indexId":"tp78","displayToPublicDate":"1994-01-01T01:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":89,"text":"Technical Paper","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"78","title":"Population trends, growth, and movement of bigmouth buffalo, Ictiobus cyprinellus, in Lake Oahe, 1963-70","docAbstract":"The bigmouth buffalo, Ictiobus cyprinellus, is the most important commercial species in Lake Oahe, a reservoir in the upper Missouri River. The population was dominated by three strong year classes (1959, 1960, and 1962). Estimated population in the fall of 1964 was 540,000 fish of the combined 1959-60 year classes and 5 million of the 1962 year class (equivalent to 81 kg per hectare). Abundance declined irregularly during 1964-70. Annual landings of these two dominant groups during 1965-70 ranged from 149 to 271 metric tons. The total landings during the period amounted to about 151,800 fish of the 1959-60 year classes and 313,000 fish of the 1962 year class.\r\nGrowth rate was high during the first few years of impoundment and then declined. Males and females grew at about the same rate for the first 4 yr of life, but females were longer and heavier than males at ages V-VIII. At these ages, fish of the 1962 year class were about 10% shorter and 36% lighter than those of the 1959 year class. Growth of tagged and untagged fish was similar. The number of females per male increased with age. Age at maturity increased slightly as growth rate declined.\r\nMovement of marked fish was extensive and the recapture of marked fish was directly related to size of fish, location of release, and subsequent fishing pressure; 44% were recaptured downstream from the point of release, and 38% upstream. Females showed a stronger tendency to move downstream than males. Maximum distance traveled was 380 km and maximum rate of travel was 6.4 km per day.\r\nSuccessful reproduction appeared to be associated with flooding of shoreline vegetation during spring and early summer. Inasmuch as little such flooding is expected in the future, annual landings of bigmouth buffalo will probably continue to decline sharply.","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","collaboration":"Out-of-print","usgsCitation":"Moen, T.E., 1974, Population trends, growth, and movement of bigmouth buffalo, Ictiobus cyprinellus, in Lake Oahe, 1963-70: Technical Paper 78, 20 p.","productDescription":"20 p.","startPage":"0","endPage":"20","numberOfPages":"20","costCenters":[{"id":324,"text":"Great Lakes Science Center","active":true,"usgs":true}],"links":[{"id":94278,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://hdl.handle.net/2027/uc1.31822006841605?urlappend=%3Bseq=181"},{"id":165612,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683d40","contributors":{"authors":[{"text":"Moen, Thomas E.","contributorId":53729,"corporation":false,"usgs":true,"family":"Moen","given":"Thomas","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":218334,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":62075,"text":"a4 - 1974 - Reconnaissance geologic map of the Plunket Point Quadrangle, Transantarctic Mountains, Antarctica","interactions":[],"lastModifiedDate":"2012-02-10T00:10:45","indexId":"a4","displayToPublicDate":"1994-01-01T01:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":305,"text":"Antarctic Map","code":"A","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"4","title":"Reconnaissance geologic map of the Plunket Point Quadrangle, Transantarctic Mountains, Antarctica","language":"ENGLISH","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/a4","usgsCitation":"Elliot, D., Barrett, P.J., and Mayewski, P., 1974, Reconnaissance geologic map of the Plunket Point Quadrangle, Transantarctic Mountains, Antarctica: U.S. Geological Survey Antarctic Map 4, 1 Sheet, 29 x 33 inches, https://doi.org/10.3133/a4.","productDescription":"1 Sheet, 29 x 33 inches","costCenters":[],"links":[{"id":112495,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://repository.agic.umn.edu/maps/usgs/geologic/a4_plunket_point/","linkFileType":{"id":5,"text":"html"}},{"id":248266,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/a/04/report.pdf","size":"31","linkFileType":{"id":1,"text":"pdf"}},{"id":248267,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/a/04/plate-1.pdf","size":"4232","linkFileType":{"id":1,"text":"pdf"}},{"id":253083,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/a/04/report-thumb.jpg"}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 156,-86 ], [ 156,-85 ], [ 162,-85 ], [ 162,-86 ], [ 156,-86 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682f2f","contributors":{"authors":[{"text":"Elliot, D.H.","contributorId":40670,"corporation":false,"usgs":true,"family":"Elliot","given":"D.H.","email":"","affiliations":[],"preferred":false,"id":266870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barrett, P. J.","contributorId":96347,"corporation":false,"usgs":false,"family":"Barrett","given":"P.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":266871,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mayewski, P.A.","contributorId":14891,"corporation":false,"usgs":true,"family":"Mayewski","given":"P.A.","email":"","affiliations":[],"preferred":false,"id":266869,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":16469,"text":"ofr74255 - 1974 - Simulated effects of oil-shale development on the hydrology of Piceance basin, Colorado","interactions":[{"subject":{"id":16469,"text":"ofr74255 - 1974 - Simulated effects of oil-shale development on the hydrology of Piceance basin, Colorado","indexId":"ofr74255","publicationYear":"1974","noYear":false,"title":"Simulated effects of oil-shale development on the hydrology of Piceance basin, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":5920,"text":"pp908 - 1974 - Simulated effects of oil-shale development on the hydrology of Piceance Basin, Colorado","indexId":"pp908","publicationYear":"1974","noYear":false,"title":"Simulated effects of oil-shale development on the hydrology of Piceance Basin, Colorado"},"id":1}],"supersededBy":{"id":5920,"text":"pp908 - 1974 - Simulated effects of oil-shale development on the hydrology of Piceance Basin, Colorado","indexId":"pp908","publicationYear":"1974","noYear":false,"title":"Simulated effects of oil-shale development on the hydrology of Piceance Basin, Colorado"},"lastModifiedDate":"2023-11-24T18:45:02.003408","indexId":"ofr74255","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-255","title":"Simulated effects of oil-shale development on the hydrology of Piceance basin, Colorado","docAbstract":"

The Piceance and Yellow Creeks drainage area is about 900 square miles (2,330 square kilometres) and is referred to as the Piceance basin, or simply as the basin. The surface-water and ground-water systems in the Piceance basin are intimately related. The annual volume of runoff from the basin (Piceance and Yellow Creeks) is estimated to be 15,650 acre-feet (19.2 cubic hectometres). About 80 percent of the annual runoff is supplied by ground-water discharge.

Runoff from the basin is affected by irrigation diversions and consumptive use by crops, native vegetation, and evporation. Streamflow depletions resulting from irrigation are estimated to be 4,800 acre-feet (5.9 cubic hectometres) per year. In the absence of irrigation, the mean annual runoff from the basin would be 20,450 acre-feet (25.2 cubic hectometres). The period of lowest flow normally occurs during spring and summer when irrigation diversions are greatest. Peak flows from snowmelt and thunderstorms also occur during this period. A regional analysis, using the index-flood method, was made to estimate flood frequencies in the absence of irrigation diversions for the gaging stations Piceance Creek at White River and Yellow Creek near White River. The estimated mean annual floods are 800 cubic feet per second (22.7 cubic metres per second) for Piceance Creek and 390 cubic feet per second (11.0 cubic metres per second) for Yellow Creek. The peak flow observed during the 5 years of record on Piceance Creek at White River was 407 cubic feet per second (11.5 cubic metres per second) or about one-half the estimated mean annual flood. Yellow Creek is only slightly affected by irrigation diversions and the peak flow for the single year of record was 468 cubic feet per second (13.3 cubic metres per second).

Irrigation return flows and ground-water discharge affect the quality of surface water in the Piceance basin. The concentration of dissolved solids ranges from less than 500 milligrams per litre in the upper reaches to more than 5,000 milligrams per litre in the lower reaches of Piceance Creek and from about 700 to 3,000 milligrams per litre in Yellow Creek. Water quality decreases in the downstream direction due to ground-water discharge from the Green River and Uinta Formations.

The ground-water system in the basin consists of two principal aquifers separated by the Mahogany zone in the Green River Formation. Recharge to the aquifers occurs mainly from snowmelt along the basin margins above 7,000 feet (2,130 metres) altitude. Ground water flows from the basin margins toward the north-central part of the basin where it is discharged in Piceance and Yellow Creek valleys as evapotranspiration and streamflow. Recharge and discharge from the aquifer system are estimated to average 26,100 acre-feet (32.2 cubic hectometres) annually. About 20 percent of the recharge is discharged in Yellow Creek drainage. Estimates of the volume of water in storage in the aquifers range from 2.5 to 25 million acre-feet (3,100 to 31,000 cubic hectometres).

Sodium minerals in the aquifer below the Mahogany zone are actively being dissolved by ground water. The Mahogany zone impedes the flow of water between the aquifers and large chemical differences have developed. Water in the upper aquifer generally has less than 2,000 millgrams per litre dissolved solids while that in the lower aquifer exceeds 30,000 milligrams per litre dissolved solids in the northern part of the basin.

Digital models were used to simulate the hydrologic system. A watershed model was adapted to the drainage above the gage on Piceance Creek below Ryan Gulch to evaluate the possible effects of precipitation changes on the hydrologic system due to the introduction of atmospheric pollutants from oil-shale development or cloud seeding. A 10-percent decrease and 10- and 20-percent increases in the October to May precipitation were examined. It was found that each 10-percent change in precipitation results in a 40-percent change in ground-water recharge. The model study indicates that a 10-percent decrease in October-May precipitation results in a 30-percent decrease in mean annual runoff while 10-and 20-percent increases in precipitation result in 40- and 85 percent increases in mean annual runoff.

A digital model of the ground-water system was used to evaluate the effects of mine dewatering on the hydrologic system. Hypothetical mines in oil-shale lease tracts C-a and C-b were considered. Both mines were assumed to be in the Mahogany zone and to be 4 square miles (5.2 square kilometres) in area. Dewatering of the mines was assumed to occur simultaneously for a period of 30 years. For the hypothetical dewatering scheme simulated, the model study indicates that the mine in tract C-a will not produce enough water to meet the demand for processing and disposal of oil shale while the mine in tract C-b will produce water in excess of the demand. The concentration of dissolved solids of the water discharged from the mines may not exceed 5,000 milligrams per litre for the hypothetical dewatering scheme considered.

Dewatering the hypothetical mines will only slightly affect groundwater discharge in the Yellow Creek drainage. However, after 30 years of dewatering, the model indicates that ground-water discharge will cease in a 10-mile (16-kilometre) reach of Piceance Creek near tract C-b.

The decrease in ground-water discharge in this reach could cause an increase in the concentration of dissolved solids in the downstream reach of Piceance Creek. After 30 years of dewatering, the hydraulic head in the aquifers is decreased in 75 percent of the basin area and about 500,000 acre-feet (620 cubic hectometres) of water are removed from storage in the aquifers.

It is concluded that oil-shale development will have significant effects on the surface- and ground-waters systems in the Piceance basin.

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1974 - Geologic map of the Pomeroyton quadrangle, east-central Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:10:35","indexId":"gq1184","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1184","title":"Geologic map of the Pomeroyton quadrangle, east-central Kentucky","language":"ENGLISH","doi":"10.3133/gq1184","usgsCitation":"Weir, G.W., and Richards, P.W., 1974, Geologic map of the Pomeroyton quadrangle, east-central Kentucky: U.S. Geological Survey Geologic Quadrangle 1184, 1 map :col. ;58 x 46 cm., on sheet 78 x 100 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/gq1184.","productDescription":"1 map :col. ;58 x 46 cm., on sheet 78 x 100 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":107615,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10723.htm","linkFileType":{"id":5,"text":"html"},"description":"10723"},{"id":248327,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1184/report.pdf","size":"39","linkFileType":{"id":1,"text":"pdf"}},{"id":253221,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1184/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -83.61749999999999,37.75 ], [ -83.61749999999999,37.8675 ], [ -83.5,37.8675 ], [ -83.5,37.75 ], [ -83.61749999999999,37.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aefe4b07f02db691650","contributors":{"authors":[{"text":"Weir, Gordon Whitney","contributorId":59790,"corporation":false,"usgs":true,"family":"Weir","given":"Gordon","email":"","middleInitial":"Whitney","affiliations":[],"preferred":false,"id":266966,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Richards, Paul W.","contributorId":13248,"corporation":false,"usgs":true,"family":"Richards","given":"Paul","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":266965,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15441,"text":"ofr7486 - 1974 - Response of ground-water levels of flood control operations in three basins, south-eastern Florida","interactions":[],"lastModifiedDate":"2025-08-04T17:44:08.754532","indexId":"ofr7486","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-86","title":"Response of ground-water levels of flood control operations in three basins, south-eastern Florida","docAbstract":"Three basins in southeastern Florida were investigated to determine the changes in ground-water levels and canal flows that occurred in response to operation of coastal water-control structures in each canal. All three basins are underlain by the Biscayne aquifer. They are, Snapper Creek Canal basin, where the Biscayne aquifer is of high permeability; the Snake Creek Canal basin, where the aquifer is of moderate permeability; and the Pompano-Cypress Canal basin, where the aquifer is of low permeability. In each basin, drainage is a function of permeability; thus, where the permeability of the aquifer is high, drainage is excellent. The coastal water-conrol structures are intended to afford flood protection in the three basins. In general the control operation criteria for flood control in newly developing areas in southeastern Florida do not provide adequate protection from flooding because of the time required for the aquifer to respond to changes in the controls. Adequate protection would require increasing the density of secondary drainage canals, but this could achieved only by reducing the quantity of water available for recharging those segments of the Biscayne aquifer adjacent to the canals. (Woodrad-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7486","collaboration":"Prepared in cooperation with the Central and Southern Florida Flood Control District","usgsCitation":"Pitt, W.A., 1974, Response of ground-water levels of flood control operations in three basins, south-eastern Florida: U.S. Geological Survey Open-File Report 74-86, 71 p., https://doi.org/10.3133/ofr7486.","productDescription":"71 p.","costCenters":[],"links":[{"id":493444,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0086/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148448,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0086/report-thumb.jpg"}],"country":"United 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No abstract available.

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