During the limnological reconnaissance of Fena Reservoir, samples of the water columns and bottom sediment were obtained and analyzed at five locations within the reservoir. Major ion analyses of filtered surface water indicated that calcium and bicarbonate are the dominant cation and anion in the reservoir. Thermal stratification was recorded at all five locations. Temperature data indicated a distinct hypolimnion at three of the sampling locations below a depth of 8 meters. Vertical profiles of pH exhibited changes with depth as did conductivity. Marked clinograde distributions of dissolved osygen were evident at all but the shallowest locations. Inverse clinograde distributions of total phosphorus, dissolved nitrate plus nitrite and dissolved ammonia were observed at the two deepest stations. Total organic carbon had no distinct profile and had an average concentration of 13.8 milligrams per liter. Data are also provided for nutrient analysis of the sediment.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834241","usgsCitation":"LaBaugh, J.W., 1985, Survey of Fena Reservoir, Island of Guam: Limnological reconnaissance: U.S. Geological Survey Water-Resources Investigations Report 83-4241, iii, 17 p., https://doi.org/10.3133/wri834241.","productDescription":"iii, 17 p.","costCenters":[],"links":[{"id":57032,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4241/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159166,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4241/report-thumb.jpg"},{"id":410641,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35878.htm","linkFileType":{"id":5,"text":"html"}}],"otherGeospatial":"Fena Reservoir, Guam","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n 144.7556170106963,\n 13.402869576401343\n ],\n [\n 144.7556170106963,\n 13.2781588435151\n ],\n [\n 144.79727202845658,\n 13.2781588435151\n ],\n [\n 144.79727202845658,\n 13.402869576401343\n ],\n [\n 144.7556170106963,\n 13.402869576401343\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688823","contributors":{"authors":[{"text":"LaBaugh, J. W.","contributorId":23484,"corporation":false,"usgs":true,"family":"LaBaugh","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199373,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27664,"text":"wri854044 - 1985 - Cost effectiveness of the stream-gaging program in Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri854044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4044","title":"Cost effectiveness of the stream-gaging program in Louisiana","docAbstract":"This report documents the results of a study of the cost effectiveness of the stream-gaging program in Louisiana. Data uses and funding sources were identified for the 68 continuous-record stream gages currently (1984) in operation with a budget of $408,700. Three stream gages have uses specific to a short-term study with no need for continued data collection beyond the study. The remaining 65 stations should be maintained in the program for the foreseeable future. In addition to the current operation of continuous-record stations, a number of wells, flood-profile gages, crest-stage gages, and stage stations, are serviced on the continuous-record station routes; thus, increasing the current budget to $423,000. The average standard error of estimate for data collected at the stations is 34.6%. Standard errors computed in this study are one measure of streamflow errors, and can be used as guidelines in comparing the effectiveness of alternative networks. By using the routes and number of measurements prescribed by the ' Traveling Hydrographer Program, ' the standard error could be reduced to 31.5% with the current budget of $423,000. If the gaging resources are redistributed, the 34.6% overall level of accuracy at the 68 continuous-record sites and the servicing of the additional wells or gages could be maintained with a budget of approximately $410,000. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854044","usgsCitation":"Herbert, R., and Carlson, D., 1985, Cost effectiveness of the stream-gaging program in Louisiana: U.S. Geological Survey Water-Resources Investigations Report 85-4044, v, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854044.","productDescription":"v, 59 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4044/report-thumb.jpg"},{"id":56517,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4044/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683330","contributors":{"authors":[{"text":"Herbert, R.A.","contributorId":59449,"corporation":false,"usgs":true,"family":"Herbert","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":198495,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlson, D.D.","contributorId":10816,"corporation":false,"usgs":true,"family":"Carlson","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":198494,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28179,"text":"wri844324 - 1985 - Hydrology of Fritchie Marsh, coastal Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844324","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4324","title":"Hydrology of Fritchie Marsh, coastal Louisiana","docAbstract":"Fritchie Marsh, near Slidell, Louisiana, is being considered as a disposal site for sewage effluent. A two-dimensional, finite element, surface water modeling systems was used to solve the shallow water equations for flow. Factors affecting flow patterns are channel locations, inlets, outlets, islands, marsh vegetation, marsh geometry, stage of the West Pearl River, flooding over the lower Pearl River basin, gravity tides, wind-induced currents, and sewage discharge to the marsh. Four steady-state simulations were performed for two hydrologic events at two rates of sewage discharge. The events, near tide with no wind or rain and neap tide with a tide differential across the marsh, were selected as worst-case events for sewage effluent dispersion and were assumed as steady state events. Because inflows and outflows to the marsh are tidally affected, steady state simulations cannot fully define the hydraulic characteristics of the marsh for all hydrologic events. Model results and field data indicate that, during near tide with little or no rain, large parts of the marsh are stagnant; and sewage effluent, at existing and projected flows, has minimal effect on marsh flows. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844324","usgsCitation":"Kuniansky, E., 1985, Hydrology of Fritchie Marsh, coastal Louisiana: U.S. Geological Survey Water-Resources Investigations Report 84-4324, iv, 23 p. :ill., maps (one col.) ;28 cm., https://doi.org/10.3133/wri844324.","productDescription":"iv, 23 p. :ill., maps (one col.) ;28 cm.","costCenters":[],"links":[{"id":123790,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4324/report-thumb.jpg"},{"id":57012,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4324/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57013,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4324/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57014,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4324/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57015,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4324/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604935","contributors":{"authors":[{"text":"Kuniansky, E. L.","contributorId":82342,"corporation":false,"usgs":true,"family":"Kuniansky","given":"E. L.","affiliations":[],"preferred":false,"id":199343,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27712,"text":"wri854300 - 1985 - Quality of water and bed material in streams of Logan Township, Gloucester County, New Jersey, 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri854300","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4300","title":"Quality of water and bed material in streams of Logan Township, Gloucester County, New Jersey, 1984","docAbstract":"The surface water and surficial-bed material at seven stations on three streams in Logan Township, Gloucester County, New Jersey, were sampled in the fall of 1984. Samples of water were analyzed for volatile organic compounds, trace metals, and organochlorine and organophosphorous compounds. Surficial-bed material was analyzed for extractable trace metals and organochlorine compounds. Water samples from two closely spaced sampling locations along Raccoon Creek contained elevated concentrations of methylene chloride (455 and 1800 micrograms/L, respectively), a volatile organic solvent. Bed-material samples taken from Little Timber and Birch Creeks contained elevated levels of trace metals and organochlorine compounds, including polychlorinated biphenyls (PCB's). Contaminant concentrations in bed-material samples taken from Raccoon Creek were much lower than those found previously by the U.S. Geological Survey in 1980. Only a trace of PCB 's was detected in any bed material sample taken from Racoon Creek. Gas chromatographic flame-ionization detector scans, performed on solvent extracts of all water and sediment samples, were useful in characterizing the presence or absence of organic contaminants in those samples. Changes in the character of organic contamination along the reaches of two streams were apparent when the fingerprints of chromatograms representing upstream sites were compared to those representing downstream sites. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854300","usgsCitation":"Hochreiter, J., and Kozinski, J., 1985, Quality of water and bed material in streams of Logan Township, Gloucester County, New Jersey, 1984: U.S. Geological Survey Water-Resources Investigations Report 85-4300, iv, 39 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854300.","productDescription":"iv, 39 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158492,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4300/report-thumb.jpg"},{"id":56557,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4300/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9fe4b07f02db66169b","contributors":{"authors":[{"text":"Hochreiter, J. J.","contributorId":24351,"corporation":false,"usgs":true,"family":"Hochreiter","given":"J. J.","affiliations":[],"preferred":false,"id":198574,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kozinski, Jane","contributorId":59836,"corporation":false,"usgs":true,"family":"Kozinski","given":"Jane","email":"","affiliations":[],"preferred":false,"id":198575,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26498,"text":"wri854345 - 1985 - Cost-effectiveness of the Federal stream-gaging program in Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri854345","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4345","title":"Cost-effectiveness of the Federal stream-gaging program in Virginia","docAbstract":"Data uses and funding sources were identified for the 77 continuous stream gages currently being operated in Virginia by the U.S. Geological Survey with a budget of $446,000. Two stream gages were identified as not being used sufficiently to warrant continuing their operation. Operation of these stations should be considered for discontinuation. Data collected at two other stations were identified as having uses primarily related to short-term studies; these stations should also be considered for discontinuation at the end of the data collection phases of the studies. The remaining 73 stations should be kept in the program for the foreseeable future. The current policy for operation of the 77-station program requires a budget of $446,000/yr. The average standard error of estimation of streamflow records is 10.1%. It was shown that this overall level of accuracy at the 77 sites could be maintained with a budget of $430,500 if resources were redistributed among the gages. A minimum budget of $428,500 is required to operate the 77-gage program; a smaller budget would not permit proper service and maintenance of the gages and recorders. At the minimum budget, with optimized operation, the average standard error would be 10.4%. The maximum budget analyzed was $650,000, which resulted in an average standard error of 5.5%. The study indicates that a major component of error is caused by lost or missing data. If perfect equipment were available, the standard error for the current program and budget could be reduced to 7.6%. This also can be interpreted to mean that the streamflow data have a standard error of this magnitude during times when the equipment is operating properly. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854345","usgsCitation":"Carpenter, D., 1985, Cost-effectiveness of the Federal stream-gaging program in Virginia: U.S. Geological Survey Water-Resources Investigations Report 85-4345, vii, 72 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854345.","productDescription":"vii, 72 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123703,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4345/report-thumb.jpg"},{"id":55321,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4345/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbaef","contributors":{"authors":[{"text":"Carpenter, D.H.","contributorId":34551,"corporation":false,"usgs":true,"family":"Carpenter","given":"D.H.","email":"","affiliations":[],"preferred":false,"id":196498,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4825,"text":"pp1200KS - 1985 - The National Gazetteer of the United States of America; Kansas 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:05:50","indexId":"pp1200KS","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1200","chapter":"KS","title":"The National Gazetteer of the United States of America; Kansas 1984","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/pp1200KS","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1985, The National Gazetteer of the United States of America; Kansas 1984: U.S. Geological Survey Professional Paper 1200, 326 p., https://doi.org/10.3133/pp1200KS.","productDescription":"326 p.","costCenters":[],"links":[{"id":117416,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1200ks/report-thumb.jpg"},{"id":31768,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1200ks/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b159","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528384,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28232,"text":"wri854155 - 1985 - A preliminary assessment of land-surface subsidence in the El Paso area, Texas","interactions":[],"lastModifiedDate":"2018-10-30T12:49:42","indexId":"wri854155","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4155","title":"A preliminary assessment of land-surface subsidence in the El Paso area, Texas","docAbstract":"The northeast and southeast parts of the El Paso area are underlain by Hueco bolson deposits as much as 9,000 feet thick. The deposits consist of lenses of gravel, sand, silt, and clay. In the Rio Grande Valley, about 400 to 450 feet of these deposits have been eroded and replaced with as much as 200 feet of alluvium. Ground water in the shallow alluvial aquifer in the Rio Grande Valley and in the Hueco bolson aquifer outside the valley is under water-table conditions, whereas ground water in the bolson aquifer in the valley is under leaky artesian conditions. Maximum water-level declines in the Hueco bolson aquifer are 110 feet east of the Franklin Mountains and 150 feet in the downtown El Paso area. For the shallow aquifer, the maximum declines have been 125 feet in the downtown area. Compressable materials in the freshwater zone of the aquifer range from 50 to 450 feet.
\nRecharge from the Rio Grande to the shallow alluvial aquifer has increased from an estimated 15,000 acre-feet during 1968 to 30,000 acre-feet during 1983, an increase of about 1,000 acre-feet per year. Leakage from the Rio Grande is expected to continually increase in the near future because of a continued decline in ground-water levels. The amount of leakages from the canals is much less than from the river.
\nReleveling of bench marks along lines to the northeast and the southeast of the Rio Grande, and along its channel commonly show land subsidence of about 0.2 foot. The maximum measured subsidence is 0.41 foot along the river in the Chamizal zone. No subsidence was detected at the Riverside Diversion Dam. A comparison of subsidence, water-level declines, and clay thickness along the three survey lines shows the expected correlation of greater subsidence with thicker accumulated clay material for a given decline in water levels. The preconsolidation stress was expected to range from 85 to 115 feet of water-level decline on the basis of subsidence studies in Arizona and California. A study of specific-unit compaction along the three survey lines shows that the values usually range between 1.0 to 2.5 x 10-5 feet per feet squared. These values are comparable to the ones computed in the Tulare-Wasco, California, and Houston-Galveston, Texas, areas following the exceedance of the local preconsolidation stress. Because of this comparability, the specific-unit compaction for future periods in the El Paso area probably will not increase dramatically when the preconsolidation stress is exceeded, if it has not already been exceeded.
\nIn addition to regional subsidence, local subsidence is indicated by observable surface fractures but has not been verified by precise leveling. These local areas coincide with areas that historically were swamps along the Rio Grande.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri854155","collaboration":"Prepared in cooperation with the Bureau of Reclamation","usgsCitation":"Land, L.F., and Armstrong, C.A., 1985, A preliminary assessment of land-surface subsidence in the El Paso area, Texas: U.S. Geological Survey Water-Resources Investigations Report 85-4155, vi, 96 p., https://doi.org/10.3133/wri854155.","productDescription":"vi, 96 p.","numberOfPages":"108","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":57062,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4155/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123872,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4155/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"El Paso","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -106.32293701171874,\n 31.647536225797772\n ],\n [\n -106.35314941406249,\n 31.701882151861714\n ],\n [\n -106.37443542480469,\n 31.71122878128754\n ],\n [\n -106.38198852539062,\n 31.73400724374667\n ],\n [\n -106.45271301269531,\n 31.764369817056387\n ],\n [\n -106.468505859375,\n 31.76145077153307\n ],\n [\n -106.47468566894531,\n 31.750941445321764\n ],\n [\n -106.48773193359375,\n 31.74918977495709\n ],\n [\n -106.50421142578125,\n 31.756780107186728\n ],\n [\n -106.51588439941406,\n 31.770791393089315\n ],\n [\n -106.52961730957031,\n 31.783633207994736\n ],\n [\n -106.53648376464844,\n 31.94633593313394\n ],\n [\n -106.32980346679686,\n 31.94808386339691\n ],\n [\n -106.32293701171874,\n 31.647536225797772\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6aaf25","contributors":{"authors":[{"text":"Land, L. F.","contributorId":17253,"corporation":false,"usgs":true,"family":"Land","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199433,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Armstrong, C. A.","contributorId":66231,"corporation":false,"usgs":true,"family":"Armstrong","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199434,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27436,"text":"wri834274 - 1985 - Reconnaissance of mine drainage in the coal fields of eastern Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T10:11:05","indexId":"wri834274","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"83-4274","title":"Reconnaissance of mine drainage in the coal fields of eastern Pennsylvania","docAbstract":"Anthracite has been extensively mined in four areas of eastern Pennsylvania. Almost all underground mining in the four areas, the Northern, Eastern Middle, Western Middle, and Southern Fields, has been discontinued and many mines are abandoned and flooded. Precipitation on much of the 408 square miles of coal fields infiltrates to the underground mine complexes, and is discharged as mine drainage from tunnels, mine entrances, and boreholes. \r\n\r\n Mine drainage was measured and sampled at 251 sites that had a total discharge of 918 cubic feet per second, a total sulfate load of 1,470 tons per day, and a total iron discharge of 79 tons per day. The largest sulfate yield was 5.4 tons per day per square mile from the Western Middle Field. The yields from the Northern, Eastern Middle, and Southern Fields were 4.6, 3.6, and 1.4 tons per day per square mile, respectively.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834274","usgsCitation":"Growitz, D., Reed, L., and Beard, M., 1985, Reconnaissance of mine drainage in the coal fields of eastern Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 83-4274, vi, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834274.","productDescription":"vi, 54 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":56299,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4274/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158516,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4274/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a68e4b07f02db63b0ab","contributors":{"authors":[{"text":"Growitz, D.J.","contributorId":60273,"corporation":false,"usgs":true,"family":"Growitz","given":"D.J.","affiliations":[],"preferred":false,"id":198118,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, L.A.","contributorId":14454,"corporation":false,"usgs":true,"family":"Reed","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":198117,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Beard, M.M.","contributorId":8897,"corporation":false,"usgs":true,"family":"Beard","given":"M.M.","email":"","affiliations":[],"preferred":false,"id":198116,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":65505,"text":"i1625 - 1985 - Controlled photomosaic of the Mare Australe H Quadrangle of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:10","indexId":"i1625","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1625","subseriesTitle":"NONE","title":"Controlled photomosaic of the Mare Australe H Quadrangle of Mars","language":"ENGLISH","doi":"10.3133/i1625","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1985, Controlled photomosaic of the Mare Australe H Quadrangle of Mars: U.S. Geological Survey IMAP 1625, 1 photomosaic ;39 x 58 cm., on sheet 86 x 62 cm. folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1625.","productDescription":"1 photomosaic ;39 x 58 cm., on sheet 86 x 62 cm. folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189916,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":260773,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1625/plate-1.pdf"}],"scale":"2000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db6881cd","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533892,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27665,"text":"wri844204 - 1985 - An evaluation of the crest-stage gage program in Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri844204","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4204","title":"An evaluation of the crest-stage gage program in Louisiana","docAbstract":"The crest-stage gage program in Louisiana was evaluated to determine if the data were adequate for use in developing regional flood-frequency equations and to determine if any crest-stage gages could be discontinued. An abundance of data at many crest-stage stations and a lack of data for urban area and flat-slope areas indicated a need for a shift in the number, type, and locations of gages. Extensive correlations and comparisons of annual peak flows and watershed characteristics of 96 sites resulted in a reduced network of 25 stations that could potentially be used as index sites. The adequacy of the reduced network for development and verification of regional flood-frequency equations was tested by comparing a set of regional flood-frequency equations developed using data from the full network with a set developed using data from the reduced network. The results indicate that the crest-stage gage network can be reduced to 25 stations and still provide adequate information for future flood-frequency analyses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844204","usgsCitation":"Herbert, R., Carlson, D., and Wiche, G., 1985, An evaluation of the crest-stage gage program in Louisiana: U.S. Geological Survey Water-Resources Investigations Report 84-4204, v, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844204.","productDescription":"v, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4204/report-thumb.jpg"},{"id":56518,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4204/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684884","contributors":{"authors":[{"text":"Herbert, R.A.","contributorId":59449,"corporation":false,"usgs":true,"family":"Herbert","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":198497,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlson, D.D.","contributorId":10816,"corporation":false,"usgs":true,"family":"Carlson","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":198496,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wiche, G.J.","contributorId":90715,"corporation":false,"usgs":true,"family":"Wiche","given":"G.J.","affiliations":[],"preferred":false,"id":198498,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":65501,"text":"i1634 - 1985 - Controlled photomosaic of the Mare Australe D Quadrangle of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:09","indexId":"i1634","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1634","subseriesTitle":"NONE","title":"Controlled photomosaic of the Mare Australe D Quadrangle of Mars","language":"ENGLISH","doi":"10.3133/i1634","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1985, Controlled photomosaic of the Mare Australe D Quadrangle of Mars: U.S. Geological Survey IMAP 1634, 1 photomosaic ;39 x 58 cm., on sheet 86 x 62 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1634.","productDescription":"1 photomosaic ;39 x 58 cm., on sheet 86 x 62 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":251346,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1634/report.pdf","size":"24","linkFileType":{"id":1,"text":"pdf"}},{"id":251347,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1634/plate-1.pdf","size":"6856","linkFileType":{"id":1,"text":"pdf"}},{"id":252227,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1634/report-thumb.jpg"}],"scale":"2000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db6881e3","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533888,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":65970,"text":"i1524 - 1985 - Bedrock geologic map of the Old Mystic and part of the Mystic quadrangles, Connecticut, New York, and Rhode Island","interactions":[{"subject":{"id":45924,"text":"ofr7522 - 1975 - Outcrops of bedrock, Old Mystic Quadrangle, Connecticut","indexId":"ofr7522","publicationYear":"1975","noYear":false,"title":"Outcrops of bedrock, Old Mystic Quadrangle, Connecticut"},"predicate":"SUPERSEDED_BY","object":{"id":65970,"text":"i1524 - 1985 - Bedrock geologic map of the Old Mystic and part of the Mystic quadrangles, Connecticut, New York, and Rhode Island","indexId":"i1524","publicationYear":"1985","noYear":false,"title":"Bedrock geologic map of the Old Mystic and part of the Mystic quadrangles, Connecticut, New York, and Rhode Island"},"id":1}],"lastModifiedDate":"2012-02-10T00:11:10","indexId":"i1524","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1524","subseriesTitle":"NONE","title":"Bedrock geologic map of the Old Mystic and part of the Mystic quadrangles, Connecticut, New York, and Rhode Island","language":"ENGLISH","doi":"10.3133/i1524","usgsCitation":"Goldsmith, R., 1985, Bedrock geologic map of the Old Mystic and part of the Mystic quadrangles, Connecticut, New York, and Rhode Island: U.S. Geological Survey IMAP 1524, 1 map :col. ;90 x 44 cm., on sheet 104 x 148 cm., folded in envelope 30 x 24 cm. +1 pamphlet ([8] p. : tables ; 28 cm.), https://doi.org/10.3133/i1524.","productDescription":"1 map :col. ;90 x 44 cm., on sheet 104 x 148 cm., folded in envelope 30 x 24 cm. +1 pamphlet ([8] p. : tables ; 28 cm.)","costCenters":[],"links":[{"id":106789,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9292.htm","linkFileType":{"id":5,"text":"html"},"description":"9292"},{"id":189673,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1524/report-thumb.jpg"},{"id":91493,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1524/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91494,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1524/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72,41.25 ], [ -72,41.5 ], [ -71.86749999999999,41.5 ], [ -71.86749999999999,41.25 ], [ -72,41.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db636266","contributors":{"authors":[{"text":"Goldsmith, Richard","contributorId":33283,"corporation":false,"usgs":true,"family":"Goldsmith","given":"Richard","email":"","affiliations":[],"preferred":false,"id":273787,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":63468,"text":"gp965 - 1985 - Magnetic anomaly map of Missouri","interactions":[],"lastModifiedDate":"2025-07-18T17:46:19.259288","indexId":"gp965","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"965","title":"Magnetic anomaly map of Missouri","docAbstract":"No abstract available.
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A monitoring program was begun by the U.S. Geological Survey in 1978 to quantify the implacts of construction process. Sediment information was collected daily at six gaging stations located above, below, and within the construction area. Yields of suspended sediment from the active construction area ranged from 9,580 to 15,700 tons per square mile per year. Surrounding suburban terrain yielded 428 to754 tons per square mile per year. However, the size of the construction project was small in comparison to the surrounding suburbs contributing sediment. No more than 4 percent of the yearly downstream suspended-sediment loads were produced by high-way construction during the monitoring periods.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844336","usgsCitation":"Helsel, D., 1985, Contributions of suspended sediment from highway construction and other land uses to the Olentangy River, Columbus, Ohio: U.S. Geological Survey Water-Resources Investigations Report 84-4336, iv, 31 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844336.","productDescription":"iv, 31 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123482,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4336/report-thumb.jpg"},{"id":56513,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4336/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698557","contributors":{"authors":[{"text":"Helsel, D.R.","contributorId":57448,"corporation":false,"usgs":false,"family":"Helsel","given":"D.R.","email":"","affiliations":[{"id":7242,"text":"Wisconsin Department of Natural Resources, Madison, WI, USA","active":true,"usgs":false}],"preferred":false,"id":198484,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":65354,"text":"i1677 - 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