{"pageNumber":"4629","pageRowStart":"115700","pageSize":"25","recordCount":184561,"records":[{"id":12858,"text":"ofr88679 - 1988 - Differential displacements and differential spectra for the February 20, 1988 Hollister, California, earthquake","interactions":[],"lastModifiedDate":"2012-02-02T00:06:57","indexId":"ofr88679","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-679","title":"Differential displacements and differential spectra for the February 20, 1988 Hollister, California, earthquake","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88679","usgsCitation":"Bycroft, G., and Mork, P.N., 1988, Differential displacements and differential spectra for the February 20, 1988 Hollister, California, earthquake: U.S. Geological Survey Open-File Report 88-679, 35 p. ill. ;28 cm., https://doi.org/10.3133/ofr88679.","productDescription":"35 p. ill. ;28 cm.","costCenters":[],"links":[{"id":146663,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0679/report-thumb.jpg"},{"id":41284,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0679/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d735","contributors":{"authors":[{"text":"Bycroft, G.N.","contributorId":106903,"corporation":false,"usgs":true,"family":"Bycroft","given":"G.N.","email":"","affiliations":[],"preferred":false,"id":166847,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mork, P. N.","contributorId":33309,"corporation":false,"usgs":true,"family":"Mork","given":"P.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":166846,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12815,"text":"ofr87452 - 1988 - A strategy for collecting ground-water data and developing a ground-water model of the Missouri River alluvial aquifer, Woodbury and Monona Counties, Iowa","interactions":[],"lastModifiedDate":"2016-03-11T13:05:37","indexId":"ofr87452","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-452","title":"A strategy for collecting ground-water data and developing a ground-water model of the Missouri River alluvial aquifer, Woodbury and Monona Counties, Iowa","docAbstract":"<p>A ground-water-flow model and plan for obtaining supporting data are proposed for a part of the Missouri River alluvial aquifer in Woodbury and Monona Counties, Iowa. The proposed model and the use of the principle of superposition will aid in the interpretation of the relation between ground water and surface water in the study area, particularly the effect of lowered river stages on water levels in the alluvial aquifer. Information on the geometry, hydraulic characteristics, and water levels in the alluvial aquifer needs to be collected for use in the model and for model calibration. A plan to obtain hydrologic and geologic information by use of exploratory test-well drilling is proposed. Also proposed is a monitoring network to obtain information on the spatial and temporal variability of water levels within the study area.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/ofr87452","collaboration":"Prepared for the U.S. Army Corps of Engineers, Omaha District","usgsCitation":"Buchmiller, R.C., 1988, A strategy for collecting ground-water data and developing a ground-water model of the Missouri River alluvial aquifer, Woodbury and Monona Counties, Iowa: U.S. Geological Survey Open-File Report 87-452, v, 16 p.: ill., maps; 28 cm., https://doi.org/10.3133/ofr87452.","productDescription":"v, 16 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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Robert C.","contributorId":72372,"corporation":false,"usgs":true,"family":"Buchmiller","given":"Robert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":166763,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":34918,"text":"b1801 - 1988 - Geological history of glacial Lake Algonquin and the upper Great Lakes","interactions":[],"lastModifiedDate":"2012-02-02T00:09:29","indexId":"b1801","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1801","title":"Geological history of glacial Lake Algonquin and the upper Great Lakes","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/b1801","usgsCitation":"Larsen, C.E., 1988, Geological history of glacial Lake Algonquin and the upper Great Lakes: U.S. Geological Survey Bulletin 1801, iv, 35 p. ill., maps ; 28 cm., https://doi.org/10.3133/b1801.","productDescription":"iv, 35 p. ill., maps ; 28 cm.","costCenters":[],"links":[{"id":166861,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1801/report-thumb.jpg"},{"id":62875,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1801/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db687566","contributors":{"authors":[{"text":"Larsen, Curtis E.","contributorId":37731,"corporation":false,"usgs":true,"family":"Larsen","given":"Curtis","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":213806,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27620,"text":"wri864113 - 1988 - Hydrologic analysis of the Rio Grande basin north of Embudo, New Mexico, Colorado and New Mexico","interactions":[],"lastModifiedDate":"2022-02-04T15:35:03.304208","indexId":"wri864113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"86-4113","title":"Hydrologic analysis of the Rio Grande basin north of Embudo, New Mexico, Colorado and New Mexico","docAbstract":"<p>Water yield was estimated for each of the five regions that represent contrasting hydrologic regimes in the 10,400 square miles of the Rio Grande basin above Embudo, New Mexico. Water yield was estimated as 2,800 cubic feet per second for the San Juan Mountains, and 28 cubic feet per second for the Taos Plateau. Evapotranspiration exceeded precipitation by 150 cubic feet per second on the Costilla Plains and 2,400 cubic feet per second on the Alamosa Basin. A three-dimensional model was constructed to represent the aquifer system in the Alamosa Basin. A preliminary analysis concluded that: (1) a seven-layer model representing 3,200 feet of saturated thickness could accurately simulate the behavior of the flow equation; and (2) the 1950 condition was approximately stable and would be a satisfactory initial condition. Reasonable modifications to groundwater withdrawals simulated 1950-79 water-level declines close to measured value. Sensitivity tests indicated that evapotranspiration salvage was the major source, 69 to 82 percent, of groundwater withdrawals. Evapotranspiration salvage was projected to be the source of most withdrawals.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864113","usgsCitation":"Hearne, G.A., and Dewey, J.D., 1988, Hydrologic analysis of the Rio Grande basin north of Embudo, New Mexico, Colorado and New Mexico: U.S. Geological Survey Water-Resources Investigations Report 86-4113, Report: vii, 244 p.; 1 Plate: 19.60 × 26.36 inches, https://doi.org/10.3133/wri864113.","productDescription":"Report: vii, 244 p.; 1 Plate: 19.60 × 26.36 inches","costCenters":[],"links":[{"id":119869,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4113/report-thumb.jpg"},{"id":56486,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4113/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56487,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4113/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":395408,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36557.htm"}],"country":"United States","state":"Colorado, New Mexico","otherGeospatial":"Rio Grande basin north of Embudo","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -107.533,\n              36\n            ],\n            [\n              -105.183,\n              36\n            ],\n            [\n              -105.183,\n              38.436\n            ],\n            [\n              -107.533,\n              38.436\n            ],\n            [\n              -107.533,\n              36\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683506","contributors":{"authors":[{"text":"Hearne, G. A.","contributorId":6450,"corporation":false,"usgs":true,"family":"Hearne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198422,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dewey, J. D.","contributorId":103326,"corporation":false,"usgs":true,"family":"Dewey","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":198423,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12982,"text":"ofr88446 - 1988 - Spectrographic analyses of insoluble-residue samples, Harrison 1 degree x 2 degrees quadrangle, Missouri and Arkansas : drill holes nos. 45, 46, 47, 48 and 49","interactions":[],"lastModifiedDate":"2012-02-02T00:06:56","indexId":"ofr88446","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-446","title":"Spectrographic analyses of insoluble-residue samples, Harrison 1 degree x 2 degrees quadrangle, Missouri and Arkansas : drill holes nos. 45, 46, 47, 48 and 49","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88446","usgsCitation":"Chazin, B., and Erickson, M.S., 1988, Spectrographic analyses of insoluble-residue samples, Harrison 1 degree x 2 degrees quadrangle, Missouri and Arkansas : drill holes nos. 45, 46, 47, 48 and 49: U.S. Geological Survey Open-File Report 88-446, 53 p. ill., map ;28 cm., https://doi.org/10.3133/ofr88446.","productDescription":"53 p. ill., map ;28 cm.","costCenters":[],"links":[{"id":146658,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0446/report-thumb.jpg"},{"id":41447,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0446/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e5a2d","contributors":{"authors":[{"text":"Chazin, Barbara","contributorId":73203,"corporation":false,"usgs":true,"family":"Chazin","given":"Barbara","email":"","affiliations":[],"preferred":false,"id":167079,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Erickson, M. S.","contributorId":35302,"corporation":false,"usgs":true,"family":"Erickson","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":167078,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17371,"text":"ofr88442 - 1988 - Mineral resources of the Fish Creek Rim Wilderness Study Area, Lake County, Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:07:23","indexId":"ofr88442","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-442","title":"Mineral resources of the Fish Creek Rim Wilderness Study Area, Lake County, Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88442","usgsCitation":"Conrad, J., King, H.D., Plouff, D., Diggles, M.F., Sawatzky, D.L., and Benjamin, D., 1988, Mineral resources of the Fish Creek Rim Wilderness Study Area, Lake County, Oregon: U.S. Geological Survey Open-File Report 88-442, 14 p. :maps ;28 cm., https://doi.org/10.3133/ofr88442.","productDescription":"14 p. :maps ;28 cm.","costCenters":[],"links":[{"id":151121,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0442/report-thumb.jpg"},{"id":46503,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0442/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a344","contributors":{"authors":[{"text":"Conrad, J. E.","contributorId":32520,"corporation":false,"usgs":true,"family":"Conrad","given":"J. E.","affiliations":[],"preferred":false,"id":176137,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"King, H. D.","contributorId":89113,"corporation":false,"usgs":true,"family":"King","given":"H.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":176140,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Plouff, Donald","contributorId":94657,"corporation":false,"usgs":true,"family":"Plouff","given":"Donald","email":"","affiliations":[],"preferred":false,"id":176141,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Diggles, M. F.","contributorId":39356,"corporation":false,"usgs":true,"family":"Diggles","given":"M.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":176138,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Sawatzky, D. L.","contributorId":79113,"corporation":false,"usgs":true,"family":"Sawatzky","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":176139,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Benjamin, D.A.","contributorId":104501,"corporation":false,"usgs":true,"family":"Benjamin","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":176142,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":25859,"text":"wri874199 - 1988 - Water resources of Borrego Valley and vicinity, San Diego County, California: Phase 2 - Development of a ground-water flow model","interactions":[],"lastModifiedDate":"2021-11-26T21:41:48.419377","indexId":"wri874199","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4199","title":"Water resources of Borrego Valley and vicinity, San Diego County, California: Phase 2 - Development of a ground-water flow model","docAbstract":"Because of the imbalance between recharge and pumpage, groundwater levels declined as much as 100 ft in some areas of Borrego Valley, California during drinking 1945-80. As an aid to analyzing the effects of pumping on the groundwater system, a three-dimensional finite-element groundwater flow model was developed. The model was calibrated for both steady-state (1945) and transient-state (1946-79) conditions. For the steady-state calibration, hydraulic conductivities of the three aquifers were varied within reasonable limits to obtain an acceptable match between measured and computed hydraulic heads. Recharge from streamflow infiltration (4,800 acre-ft/yr) was balanced by computed evapotranspiration (3,900 acre-ft/yr) and computed subsurface outflow from the model area (930 acre-ft/yr). For the transient state calibration, the volumes and distribution of net groundwater pumpage were estimated from land-use data and estimates of consumptive use for irrigated crops. The pumpage was assigned to the appropriate nodes in the model for each of seventeen 2-year time steps representing the period 1946-79. The specific yields of the three aquifers were varied within reasonable limits to obtain an acceptable match between measured and computed hydraulic heads. Groundwater pumpage input to the model was compensated by declines in both the computed evapotranspiration and the amount of groundwater in storage. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874199","usgsCitation":"Mitten, H., Lines, G.C., Berenbrock, C., and Durbin, T.J., 1988, Water resources of Borrego Valley and vicinity, San Diego County, California: Phase 2 - Development of a ground-water flow model: U.S. Geological Survey Water-Resources Investigations Report 87-4199, iv, 27 p., https://doi.org/10.3133/wri874199.","productDescription":"iv, 27 p.","costCenters":[],"links":[{"id":392152,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46856.htm"},{"id":54611,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4199/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158291,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4199/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Diego County","otherGeospatial":"Borrego Valley and vicinity","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.42,\n              33.1\n            ],\n            [\n              -116.1167,\n              33.1\n            ],\n            [\n              -116.1167,\n              33.3792\n            ],\n            [\n              -116.42,\n              33.3792\n            ],\n            [\n              -116.42,\n              33.1\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f086f","contributors":{"authors":[{"text":"Mitten, H. T.","contributorId":88735,"corporation":false,"usgs":true,"family":"Mitten","given":"H. T.","affiliations":[],"preferred":false,"id":195376,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lines, G. C.","contributorId":30577,"corporation":false,"usgs":true,"family":"Lines","given":"G.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":195373,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Berenbrock, Charles","contributorId":30598,"corporation":false,"usgs":true,"family":"Berenbrock","given":"Charles","email":"","affiliations":[],"preferred":false,"id":195374,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Durbin, T. J.","contributorId":55818,"corporation":false,"usgs":true,"family":"Durbin","given":"T.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":195375,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":12975,"text":"ofr87450R - 1988 - A summary of petroleum plays and characteristics of the Michigan basin","interactions":[],"lastModifiedDate":"2012-02-02T00:06:55","indexId":"ofr87450R","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-450","chapter":"R","title":"A summary of petroleum plays and characteristics of the Michigan basin","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87450R","usgsCitation":"Charpentier, R., 1988, A summary of petroleum plays and characteristics of the Michigan basin: U.S. Geological Survey Open-File Report 87-450, 33 leaves :chiefly ill., maps ;28 cm., https://doi.org/10.3133/ofr87450R.","productDescription":"33 leaves :chiefly ill., maps ;28 cm.","costCenters":[],"links":[{"id":146943,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0450r/report-thumb.jpg"},{"id":41440,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0450r/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a5fd3","contributors":{"authors":[{"text":"Charpentier, Ronald R. charpentier@usgs.gov","contributorId":934,"corporation":false,"usgs":true,"family":"Charpentier","given":"Ronald R.","email":"charpentier@usgs.gov","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":false,"id":167066,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12905,"text":"ofr88497 - 1988 - History of suspended-sediment data collection and inventory of available data for the Tennessee and Cumberland River basins","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr88497","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-497","title":"History of suspended-sediment data collection and inventory of available data for the Tennessee and Cumberland River basins","docAbstract":"In 1934 and 1935, the Tennessee Valley Authority established 51 daily record suspended-sediment stations on the Tennessee River and its major tributaries. Most of these stations were operated for 8 years. From 1962 to 1965, the Tennessee Valley Authority again collected daily sediment record at 10 of the original 49 stations. In addition to the data sets collected on the major rivers, the Tennessee Valley Authority has conducted several intensive studies of small watersheds throughout the Tennessee River basin. In the Cumberland River basin, daily sediment records have been collected primarily by the Survey. Daily stations have been operated for various periods on 17 basins ranging in size from 0.67 to 1,977 sq mi, with the earliest data of daily record being October 1953. All of these daily stations are located in the upper Cumberland River basin upstream of any major impoundments. Periodic sediment data have been collected by the Survey at 194 stations in the Tennessee River basin and at 106 stations in the Cumberland River basin, however; the number of samples/station is quite low. 86% of the periodic stations in the Tennessee River basin and 91% of the periodic stations in the Cumberland River basin have 30 samples or less. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88497","usgsCitation":"Carey, W.P., Brown, R.T., and Chatham, C.G., 1988, History of suspended-sediment data collection and inventory of available data for the Tennessee and Cumberland River basins: U.S. Geological Survey Open-File Report 88-497, iv, 51 p. ill., map ;28 cm., https://doi.org/10.3133/ofr88497.","productDescription":"iv, 51 p. ill., map ;28 cm.","costCenters":[],"links":[{"id":146187,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":989,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr88-497","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62bfe0","contributors":{"authors":[{"text":"Carey, William P.","contributorId":69556,"corporation":false,"usgs":true,"family":"Carey","given":"William","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":166927,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, Russell T.","contributorId":29825,"corporation":false,"usgs":true,"family":"Brown","given":"Russell","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":166926,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Chatham, Carrie G.","contributorId":89906,"corporation":false,"usgs":true,"family":"Chatham","given":"Carrie","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":166928,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":64224,"text":"gp978 - 1988 - Bouguer gravity anomaly map and four derivative maps of Idaho","interactions":[],"lastModifiedDate":"2025-07-18T18:49:45.536324","indexId":"gp978","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":317,"text":"Geophysical Investigations Map","code":"GP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"978","title":"Bouguer gravity anomaly map and four derivative maps of Idaho","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/gp978","usgsCitation":"Bankey, V., and Kleinkopf, M.D., 1988, Bouguer gravity anomaly map and four derivative maps of Idaho: U.S. Geological Survey Geophysical Investigations Map 978, 3 Plates: 42.99 x 33.79 inches or smaller, https://doi.org/10.3133/gp978.","productDescription":"3 Plates: 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,{"id":12894,"text":"ofr88196 - 1988 - Water-resources activities in Ohio, 1988","interactions":[],"lastModifiedDate":"2012-02-02T00:06:54","indexId":"ofr88196","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-196","title":"Water-resources activities in Ohio, 1988","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88196","usgsCitation":"Camp, L., 1988, Water-resources activities in Ohio, 1988: U.S. Geological Survey Open-File Report 88-196, 2 p. :map ;28 cm., https://doi.org/10.3133/ofr88196.","productDescription":"2 p. :map ;28 cm.","costCenters":[],"links":[{"id":147317,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0196/report-thumb.jpg"},{"id":41306,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0196/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4ca3","contributors":{"authors":[{"text":"Camp, L.D.","contributorId":99568,"corporation":false,"usgs":true,"family":"Camp","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":166906,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12143,"text":"ofr88239 - 1988 - Low-ash solid fuel from sewage sludge; an acid extraction method (progress report)","interactions":[],"lastModifiedDate":"2012-02-02T00:06:42","indexId":"ofr88239","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-239","title":"Low-ash solid fuel from sewage sludge; an acid extraction method (progress report)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88239","usgsCitation":"Senftle, F.E., Hackney, P., Jackson, F., Parker, A., Miller, K., and Brown, Z.A., 1988, Low-ash solid fuel from sewage sludge; an acid extraction method (progress report): U.S. Geological Survey Open-File Report 88-239, 28 p. :ill. ;28 cm., https://doi.org/10.3133/ofr88239.","productDescription":"28 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":145341,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0239/report-thumb.jpg"},{"id":40170,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0239/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a74e4b07f02db6449bd","contributors":{"authors":[{"text":"Senftle, F. E.","contributorId":47788,"corporation":false,"usgs":true,"family":"Senftle","given":"F.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":165236,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hackney, P.","contributorId":100857,"corporation":false,"usgs":true,"family":"Hackney","given":"P.","email":"","affiliations":[],"preferred":false,"id":165239,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jackson, F.","contributorId":77538,"corporation":false,"usgs":true,"family":"Jackson","given":"F.","email":"","affiliations":[],"preferred":false,"id":165237,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Parker, A.","contributorId":41777,"corporation":false,"usgs":true,"family":"Parker","given":"A.","email":"","affiliations":[],"preferred":false,"id":165235,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Miller, K.","contributorId":104434,"corporation":false,"usgs":true,"family":"Miller","given":"K.","affiliations":[],"preferred":false,"id":165240,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Brown, Z. A.","contributorId":82708,"corporation":false,"usgs":true,"family":"Brown","given":"Z.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":165238,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":27127,"text":"wri854331 - 1988 - Low-flow routing in the Lehigh and Delaware Rivers, Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T11:25:17","indexId":"wri854331","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"85-4331","title":"Low-flow routing in the Lehigh and Delaware Rivers, Pennsylvania","docAbstract":"Flow-routing studies were made to evaluate the response of the Lehigh and Delaware Rivers to low-flow augmentative releases from two reservoirs --Francis E. Walter Reservoir and Beltzville Lake--in the Lehigh River basin. Digital routing models that use diffusion-analogy methods to convolute flows with system-response functions were developed to simulate daily flows at selected sites. Model errors, for five sites and for periods of 1 year or more, were mostly between 3 and 12 percent in terms of absolute errors in daily flows and were mostly within 4 percent for flow volumes.\r\n\r\n      The developed models were satisfactory for predicting hydrographic response at eight sites in the reach from White Haven, Pennsylvania to Trenton, New Jersey. However, abrupt changes in the flow rate of the Lehigh River at the Bethlehem and the Glendon gaging stations could not be adequately replicated with the model. The model tends to underestimate peaks by as much as 30 percent and to overestimate some low flows of short duration by as much as 20 percent. This occurs primarily because inflows from ungaged areas could not be reliably modeled throughout their ranges by use of flow records for gaged streams. The model will underestimate long-duration low flows at the Glendon site for periods when underflows at the gaging stations on Little Lehigh and Monocacy Creeks are significant.\r\n\r\n      The models were used to route hypothetical releases from Francis E. Walter Reservoir during a low-flow period. The model for the Lehigh River indicated that an added release of 50 ft3/s (cubic feet per second) over a 64-day period during the severe drought in the summer of 1965 would have increased minimum flows for this period at Bethlehem and Glendon by approximately the same amount. A hypothetical release of 200 ft3/s for the period July 20-22, 1965, which is about eight times the actual release in this period, would have been attenuated by about 25 percent when it reached the Bethlehem gage. The synthesized hydrograph for the Bethlehem gage showed such a release would have passed their by July 27. Unresolvable timing errors in the models created an unrealistic hydrographic response for this release at the Trenton gage; but, such a release probably would have passed Trenton by July 29.\r\n\r\n      In order to time the movement of a release wave more accurately than could be done with the developed model, travel times for the wave of an augmentative low-flow release were obtained by field observations and comparisons of gage-height records. The observed leading edge of an abrupt release of 153 ft3/s from Francis E. Walter Reservoir, which ended a 2-day release at a rate of 48 ft3/s, arrived at the gage below the reservoir in 0.5 hour, at White Haven in 3.7 hours, at the mouth of Pohopoco Creek in about 23.1 hours, at Walnutport in 27 hours, at Bethlehem in 39 hours, and at Glendon in 42 hours.\r\n\r\n      This release could not be detected in the record for the Trenton gage. Travel time for an augmentative release in the Lehigh River is dependent upon the pre-release discharge, the relative magnitude of the release, and antecedent rainfall. Relationships are provided for estimating the time of arrival at Walnutport, Bethlehem, and Glendon of the leading edge of waves generated by augmentative releases of 75 to 600 ft3/s. Stage observations on Pohopoco Creek indicated a 2.1-hour travel time between Beltzville Lake and the Lehigh River for the elading edge of a wave produced by a typical augmentative release from this reservoir.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854331","usgsCitation":"Flippo, H., 1988, Low-flow routing in the Lehigh and Delaware Rivers, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 85-4331, iv, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854331.","productDescription":"iv, 30 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":124730,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4331/report-thumb.jpg"},{"id":55988,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4331/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6487c3","contributors":{"authors":[{"text":"Flippo, H.N. Jr.","contributorId":96301,"corporation":false,"usgs":true,"family":"Flippo","given":"H.N.","suffix":"Jr.","affiliations":[],"preferred":false,"id":197599,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25955,"text":"wri874271 - 1988 - Selected reports that include computer programs produced by the US Geological Survey for simulation of ground-water flow and quality","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri874271","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4271","title":"Selected reports that include computer programs produced by the US Geological Survey for simulation of ground-water flow and quality","docAbstract":"A summary list of reports that document numerical models that simulate ground-water flow and quality is presented. The list documents the reference by giving a description of each model program, its numerical features, a qualitative expression of the number of past applications and where to obtain a copy. All reports included in the list have been published or developed by the U.S. Geological Survey and most contain listings of the computer programs. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wri874271","usgsCitation":"Appel, C., and Reilly, T.E., 1988, Selected reports that include computer programs produced by the US Geological Survey for simulation of ground-water flow and quality: U.S. Geological Survey Water-Resources Investigations Report 87-4271, iii, 64 p. ;28 cm., https://doi.org/10.3133/wri874271.","productDescription":"iii, 64 p. ;28 cm.","costCenters":[],"links":[{"id":157545,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4271/report-thumb.jpg"},{"id":54705,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4271/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a01e4b07f02db5f802c","contributors":{"authors":[{"text":"Appel, C.A.","contributorId":84786,"corporation":false,"usgs":true,"family":"Appel","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":195541,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reilly, T. E.","contributorId":79460,"corporation":false,"usgs":true,"family":"Reilly","given":"T.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":195540,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27872,"text":"wri874170 - 1988 - Techniques for estimating the magnitude and frequency of floods in Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T12:16:00","indexId":"wri874170","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4170","title":"Techniques for estimating the magnitude and frequency of floods in Minnesota","docAbstract":"<p>Log-Pearson type III flood-frequency analyses were made of annual series peak-flow records from 246 gaging stations on unregulated streams in Minnesota having watersheds ranging in area from 0.08 to 2,520 square miles. These flood discharges were related to watershed and climatic characteristics by using multiple-regression techniques. On the basis of this preliminary regression analysis of the frequency-analysis results, the data from these stations were grouped into four hydrologically distinct regions for the State. Regression analyses were performed on data from each region relating the 2-, 5-, 10-, 25-, 50-, and 100-year recurrence interval flood discharges to basin characteristics. The resulting regression equations, which may be used to estimate flood flows at ungaged sites, relate basin characteristics (contributing drainage area, main-channel slope, percent of basin covered by water, percent of basin covered by lakes, and mean annual runoff) to estimated flood flows. Different basin characteristics are significant for each of the four regions. Drainage area was found to be most significant and is included in all regional equations. Standard errors of estimate of the regression equations ranged from 33 to 60 percent.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri874170","collaboration":"Prepared in cooperation with the Minnesota Department of Transportation","usgsCitation":"Jacques, J., and Lorenz, D., 1988, Techniques for estimating the magnitude and frequency of floods in Minnesota: U.S. Geological Survey Water-Resources Investigations Report 87-4170, iv, 48 p., https://doi.org/10.3133/wri874170.","productDescription":"iv, 48 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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L.","contributorId":10776,"corporation":false,"usgs":true,"family":"Lorenz","given":"D. L.","affiliations":[],"preferred":false,"id":198821,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15250,"text":"ofr88392 - 1988 - A geologic overview of Cape Cod; a field trip guide","interactions":[],"lastModifiedDate":"2017-08-15T17:22:48","indexId":"ofr88392","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-392","title":"A geologic overview of Cape Cod; a field trip guide","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88392","usgsCitation":"Oldale, R.N., 1988, A geologic overview of Cape Cod; a field trip guide: U.S. Geological Survey Open-File Report 88-392, 10 p. ;28 cm., https://doi.org/10.3133/ofr88392.","productDescription":"10 p. ;28 cm.","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":147157,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0392/report-thumb.jpg"},{"id":44189,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0392/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae640","contributors":{"authors":[{"text":"Oldale, R. N.","contributorId":92680,"corporation":false,"usgs":true,"family":"Oldale","given":"R.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":170817,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29498,"text":"wri874248 - 1988 - Hydrogeology and predevelopment flow in the Texas Gulf Coast aquifer systems","interactions":[],"lastModifiedDate":"2016-08-10T15:19:13","indexId":"wri874248","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4248","title":"Hydrogeology and predevelopment flow in the Texas Gulf Coast aquifer systems","docAbstract":"<p>A multilayered ground-water flow system exists in the Coastal Plain sediments of Texas. The Tertiary and Quaternary clastic deposits have an area! extent of 128,000 square miles onshore and in the Gulf of Mexico. Two distinct aquifer systems are recognized for the sediments, which range in thickness from a few feet to more than 12,000 feet. The older system the Texas coastal uplands aquifer system consists of four aquifers and two confining units in the Wilcox and Claiborne Groups. It is bounded from below by the practically impermeable Midway confining unit or by the top of the geopressured zone. It is bounded from above by the poorly permeable Vicksburg-Jackson confining unit, which separates it from the younger coastal lowlands aquifer system. The coastal lowlands aquifer system consists of five permeable zones and two confining units that range in age from Oligocene to Holocene. The hydrogeologic units of both systems are exposed in bands that parallel the coastline. The units dip and thicken toward the Gulf.</p>\n<p>Quality of water in the aquifer systems varies greatly, with dissolved solids ranging from a few hundred to more than 200,000 milligrams per liter.</p>\n<p>A three-dimensional, variable-density digital model was developed to simulate predevelopment flow in the aquifer systems, for which steady-state conditions were assumed. Horizontal hydraulic conductivities of the aquifers and permeable zones in the calibrated model range from 15 feet per day for the middle Wilcox aquifer, to 170 feet per day for the Holocene-upper Pleistocene aquifer. Vertical hydraulic conductivities range from 1 x 10<sup>-5</sup> foot per day for the Vicksburg-Jackson confining unit, to 1 x 10<sup>-2</sup> foot per day for four of the aquifers and permeable zones. The simulated values of transmissivity and leakance are functions of the percent of sand that is present in each model grid block.</p>\n<p>There is a large range in precipitation across the study area, from about 21 inches per year in the west to about 56 inches per year in the east. Eastward from a line through Corpus Christi and San Antonio, average annual precipitation ranges from about 30 to about 56 inches. A few inches per year reaches the saturated zone in topographically high areas and is discharged in low areas as evapotranspiration, seepage, springflow, and stream base flow. A smaller amount of water flows through the aquifers and permeable zones downdip from the outcrop areas. This flow results in upward or downward leakage into adjacent hydrogeologic units, but is generally upward into overlying units.</p>\n<p>Westward from the line through Corpus Christi and San Antonio, average annual precipitation ranges from about 30 to about 21 inches. The general pattern of flow in the aquifers and permeable zones is similar to that in the east, but rates of flow are somewhat smaller. In contrast to the east, ground-water discharge in the west is generally not visible. Evapotranspiration is the main mechanism for ground-water discharge, with most ground water being discharged through evapotranspiration by phreatophytes.</p>\n<p>Simulated discharge and recharge rates in the combined outcrop areas of all units do not exceed 6 inches per year. The large rates occur in small, local topographically low and high areas. The average discharge rate simulated in the outcrops of the units is 0.45 inch per year. The recharge area is considerably smaller than the discharge area, and the average recharge rate over this smaller area is 0.74 inch per year.</p>\n<p>Total simulated recharge in the outcrop areas is 269 million cubic feet per day, which is offset by an equal amount of discharge in the outcrop areas. The smallest rates of leakage are across the Vicksburg-Jackson confining unit, with downward and upward rates of less than one million cubic feet per day. The greatest rate of leakage is 47 million cubic feet per day upward into the Holocene-upper Pleistocene permeable zone.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri874248","usgsCitation":"Ryder, P.D., 1988, Hydrogeology and predevelopment flow in the Texas Gulf Coast aquifer systems: U.S. Geological Survey Water-Resources Investigations Report 87-4248, vii, 109 p., https://doi.org/10.3133/wri874248.","productDescription":"vii, 109 p.","numberOfPages":"116","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":58346,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4248/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126794,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4248/report-thumb.jpg"}],"country":"United States","state":"Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.1748046875,\n              33.578014746143985\n            ],\n            [\n              -95.20751953125,\n              33.063924198120645\n            ],\n            [\n              -99.16259765625,\n              28.07198030177986\n            ],\n            [\n              -99.580078125,\n              27.60567082646547\n            ],\n            [\n              -99.11865234374999,\n              26.43122806450644\n            ],\n            [\n              -98.1298828125,\n              26.03704188651584\n            ],\n            [\n              -97.18505859374999,\n              25.997549919572112\n            ],\n            [\n              -97.36083984375,\n              27.527758206861886\n            ],\n            [\n              -96.328125,\n              28.51696944040106\n            ],\n            [\n              -95.361328125,\n              28.92163128242129\n            ],\n            [\n              -94.482421875,\n              29.53522956294847\n            ],\n            [\n              -93.91113281249999,\n              29.7453016622136\n            ],\n            [\n              -93.515625,\n              31.16580958786196\n            ],\n            [\n              -94.02099609375,\n              32.02670629333614\n            ],\n            [\n              -94.04296874999999,\n              33.578014746143985\n            ],\n            [\n              -94.1748046875,\n              33.578014746143985\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625321","contributors":{"authors":[{"text":"Ryder, Paul D.","contributorId":60188,"corporation":false,"usgs":true,"family":"Ryder","given":"Paul","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":201611,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":31089,"text":"ofr8811 - 1988 - Geophysical delineation of granitic plutons in Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:09:06","indexId":"ofr8811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-11","title":"Geophysical delineation of granitic plutons in Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8811","usgsCitation":"Grauch, V.J., Blakely, R., Blank, H.R., Oliver, H.W., Plouff, D., and Ponce, D., 1988, Geophysical delineation of granitic plutons in Nevada: U.S. Geological Survey Open-File Report 88-11, i, 7 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr8811.","productDescription":"i, 7 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160817,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0011/report-thumb.jpg"},{"id":59662,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0011/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59663,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0011/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59664,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c252","contributors":{"authors":[{"text":"Grauch, V. J. S. 0000-0002-0761-3489","orcid":"https://orcid.org/0000-0002-0761-3489","contributorId":34125,"corporation":false,"usgs":true,"family":"Grauch","given":"V.","email":"","middleInitial":"J. S.","affiliations":[],"preferred":false,"id":204926,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blakely, R.J. 0000-0003-1701-5236","orcid":"https://orcid.org/0000-0003-1701-5236","contributorId":70755,"corporation":false,"usgs":true,"family":"Blakely","given":"R.J.","affiliations":[],"preferred":false,"id":204927,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Blank, H. R. Jr.","contributorId":94674,"corporation":false,"usgs":true,"family":"Blank","given":"H.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":204930,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Oliver, H. W.","contributorId":85570,"corporation":false,"usgs":true,"family":"Oliver","given":"H.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":204928,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Plouff, Donald","contributorId":94657,"corporation":false,"usgs":true,"family":"Plouff","given":"Donald","email":"","affiliations":[],"preferred":false,"id":204929,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Ponce, D. A. 0000-0003-4785-7354","orcid":"https://orcid.org/0000-0003-4785-7354","contributorId":104019,"corporation":false,"usgs":true,"family":"Ponce","given":"D. A.","affiliations":[],"preferred":false,"id":204931,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":28766,"text":"wri874058 - 1988 - Geohydrology and numerical model analysis of ground-water flow in the Goose Lake Basin, Oregon and California","interactions":[],"lastModifiedDate":"2017-02-07T08:15:50","indexId":"wri874058","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4058","title":"Geohydrology and numerical model analysis of ground-water flow in the Goose Lake Basin, Oregon and California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874058","usgsCitation":"Morgan, D.S., 1988, Geohydrology and numerical model analysis of ground-water flow in the Goose Lake Basin, Oregon and California: U.S. Geological Survey Water-Resources Investigations Report 87-4058, ix, 92 p. :ill., maps (1 col.) ;28 cm., https://doi.org/10.3133/wri874058.","productDescription":"ix, 92 p. :ill., maps (1 col.) ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":119041,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4058/report-thumb.jpg"},{"id":57632,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4058/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57633,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4058/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8cd2","contributors":{"authors":[{"text":"Morgan, D. S.","contributorId":19184,"corporation":false,"usgs":true,"family":"Morgan","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200360,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27834,"text":"wri884085 - 1988 - Flood-frequency relations for urban streams in Georgia","interactions":[],"lastModifiedDate":"2019-08-16T08:13:13","indexId":"wri884085","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4085","title":"Flood-frequency relations for urban streams in Georgia","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri884085","usgsCitation":"Inman, E.J., 1988, Flood-frequency relations for urban streams in Georgia: U.S. Geological Survey Water-Resources Investigations Report 88-4085, v, 36 p. , https://doi.org/10.3133/wri884085.","productDescription":"v, 36 p. 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