No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1678","usgsCitation":"Patterson, J.L., and Gamble, C.R., 1968, Magnitude and frequency of floods in the United States, part 5. Hudson Bay and Upper Mississippi River Basins: U.S. Geological Survey Water Supply Paper 1678, xix, 546 p., https://doi.org/10.3133/wsp1678.","productDescription":"xix, 546 p.","costCenters":[],"links":[{"id":28515,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1678/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138124,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1678/report-thumb.jpg"},{"id":395471,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24887.htm"}],"country":"United States","otherGeospatial":"Hudson Bay and upper Mississippi River basins","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -101.6015625,\n 38.34165619279595\n ],\n [\n -85.341796875,\n 38.34165619279595\n ],\n [\n -85.341796875,\n 49.03786794532644\n ],\n [\n -101.6015625,\n 49.03786794532644\n ],\n [\n -101.6015625,\n 38.34165619279595\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6495eb","contributors":{"authors":[{"text":"Patterson, James L.","contributorId":17593,"corporation":false,"usgs":true,"family":"Patterson","given":"James","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145216,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gamble, Charles R.","contributorId":6822,"corporation":false,"usgs":true,"family":"Gamble","given":"Charles","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145215,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3981,"text":"cir558 - 1968 - Generalized hydrology of prairie potholes on the Coteau du Missouri, North Dakota","interactions":[],"lastModifiedDate":"2018-02-16T16:18:03","indexId":"cir558","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"558","title":"Generalized hydrology of prairie potholes on the Coteau du Missouri, North Dakota","docAbstract":"This report presents all the information, obtained during the investigation, that lends itself to generalization. It describes conditions on that part of the Coteau du Missouri where there is little integration of drainage systems. The surface of the glacial drift in this region is dotted with shallow depressions known as prairie potholes that hold water for varying lengths of time. Precipitation directly on a pothole is the basic source of its water supply, but it is only about half the potential evaporation; therefore, potholes tend to go dry. Basin inflow from melting snow or rain occurs only when the soil is frozen or saturated, a condition so erratic in occurrence that seasonal or annual precipitation is of little value as an indication of basin inflow. Net seepage outflow occurs from potholes on the higher parts of the Coteau at very low rates, but it can amount to 20 to 30 percent of the total water loss from a pothole. Net seepage inflow occurs at the potholes on the lower parts of the Coteau. \r\n\r\nThe phreatic surface (water table) tends to be a subdued image of the topography and is generally very near the land surface. The water surfaces of the potholes are part of the phreatic surface, and therefore they can be used to prepare a contour map of the phreatic surface; wells usually act as piezometers and thus are useless for such a purpose. \r\n\r\nGenerally, potholes with water relatively low in dissolved solids have net seepage outflow, and those with water containing high concentration of dissolved solids have net seepage inflow. The direction of ground-water movement can therefore be inferred from the quality of water in potholes. The total salinity of water in a pothole is largely a function of the rate of ground-water flow and the relationship of seepage inflow to outflow. \r\n\r\nThe species of emergent aquatic vegetation that grow in a pothole are directly related to the permanence and salinity of the water at the particular site of each species. The report contains a table of the common species that can be used as indicators of these conditions.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir558","usgsCitation":"Eisenlohr, W.S., and Sloan, C.E., 1968, Generalized hydrology of prairie potholes on the Coteau du Missouri, North Dakota: U.S. Geological Survey Circular 558, v, 12 p., https://doi.org/10.3133/cir558.","productDescription":"v, 12 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":31066,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1968/0558/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124470,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1968/0558/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aed63","contributors":{"authors":[{"text":"Eisenlohr, William Stewart","contributorId":36533,"corporation":false,"usgs":true,"family":"Eisenlohr","given":"William","email":"","middleInitial":"Stewart","affiliations":[],"preferred":false,"id":147945,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sloan, Charles E.","contributorId":74364,"corporation":false,"usgs":true,"family":"Sloan","given":"Charles","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":147946,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68342,"text":"ha186 - 1968 - Availability of ground water in parts of the Cairo and Barlow quadrangles in the Jackson Purchase region, Kentucky","interactions":[],"lastModifiedDate":"2022-11-28T20:00:07.737023","indexId":"ha186","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"186","title":"Availability of ground water in parts of the Cairo and Barlow quadrangles in the Jackson Purchase region, Kentucky","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha186","usgsCitation":"Hansen, A., 1968, Availability of ground water in parts of the Cairo and Barlow quadrangles in the Jackson Purchase region, Kentucky: U.S. Geological Survey Hydrologic Atlas 186, 1 Plate: 51.50 × 40.00 inches, https://doi.org/10.3133/ha186.","productDescription":"1 Plate: 51.50 × 40.00 inches","costCenters":[],"links":[{"id":409746,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15549.htm","linkFileType":{"id":5,"text":"html"}},{"id":89818,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/186/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":190416,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"24000","country":"United States","state":"Kentucky","otherGeospatial":"Barlow quadrangle, Cairo quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -89.175,\n 37\n ],\n [\n -89.175,\n 37.125\n ],\n [\n -89,\n 37.125\n ],\n [\n -89,\n 37\n ],\n [\n -89.175,\n 37\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660589","contributors":{"authors":[{"text":"Hansen, Arnold J.","contributorId":33316,"corporation":false,"usgs":true,"family":"Hansen","given":"Arnold J.","affiliations":[],"preferred":false,"id":278065,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1785,"text":"wsp1876 - 1968 - Geology and ground-water resources of the lower Bighorn Valley, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp1876","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1876","title":"Geology and ground-water resources of the lower Bighorn Valley, Montana","docAbstract":"The Bighorn River has incised a deep, broad valley in Cretaceous strata along its 65-mile lower reach below the mouth of Bighorn Canyon in south-central Montana. It ceased downcutting at six different levels 100-200 feet apart, widening its flood plain and alluviating each level with about 30 feet of sandy gravel. These deposits are the only economic source of ground water in large areas of the valley where the underlying bedrock consists of relatively impermeable shale to great depths. Ground water in the alluvium is hard and in the irrigated lowlands is highly mineralized at those places where drainage is slow and discharge by evapotranspiration is great. \r\n\r\nThree bedrock sandstone aquifers are present at moderate depths along three separate reaches of the valley. The sandstones yield soft, moderately to highly mineralized water that contains a high percent sodium. \r\n\r\nWells in alluvial gravel of the irrigated lowlands can yield 100 gallons per minute at many places because the alluvium is fairly permeable and is readily recharged by infiltration of applied irrigation water, canal seepage, and ground water moving into the lowlands from the alluvium of tributary coulees. Seepage from the Two Leggins Canal in the central area probably is large. \r\n\r\nAlluvial gravel deposits have been mantled by thick alluvial and colluvial deposits of silty clay or silt that thin riverward. These fine-grained deposits drain slowly and confine ground water in alluvial gravel under artesian pressure at many places in the irrigated lowlands of the central and southern areas. The piezometric surface is close to the land surface at many places in the central area, and capillary rise and evapotranspiration in waterlogged ground has produced agriculturally harmful alkali deposits. \r\n\r\nWaterlogging of presently irrigated land in the central area will become more widespread if irrigation is extended to higher terraces to the west unless drainage ditches are installed along the base of high-terrace alluvium to intercept increased seepage and spring discharge. Additional provisions also may be required to intercept water moving through the alluvium of coulees.","language":"ENGLISH","publisher":"Geological Survey; for sale by the Supt. of Docs.] U.S. Govt. Print. Off.,","doi":"10.3133/wsp1876","usgsCitation":"Hamilton, L.J., and Paulson, Q., 1968, Geology and ground-water resources of the lower Bighorn Valley, Montana: U.S. Geological Survey Water Supply Paper 1876, v, 39 p. :illus., maps (1 fold. col. in pocket) ;24 cm., https://doi.org/10.3133/wsp1876.","productDescription":"v, 39 p. :illus., maps (1 fold. col. in pocket) ;24 cm.","costCenters":[],"links":[{"id":138376,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1876/report-thumb.jpg"},{"id":26919,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1876/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26920,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1876/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db6854f5","contributors":{"authors":[{"text":"Hamilton, Louis J.","contributorId":53768,"corporation":false,"usgs":true,"family":"Hamilton","given":"Louis","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":144152,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Paulson, Q.F.","contributorId":107259,"corporation":false,"usgs":true,"family":"Paulson","given":"Q.F.","email":"","affiliations":[],"preferred":false,"id":144153,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1303,"text":"wsp1757G - 1968 - Regional geology and ground-water hydrology of the Sahil Susah area, Tunisia","interactions":[],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp1757G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1757","chapter":"G","title":"Regional geology and ground-water hydrology of the Sahil Susah area, Tunisia","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1757G","usgsCitation":"Dutcher, L., and Thomas, H.E., 1968, Regional geology and ground-water hydrology of the Sahil Susah area, Tunisia: U.S. Geological Survey Water Supply Paper 1757, iv, 53 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1757G.","productDescription":"iv, 53 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":137477,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1757g/report-thumb.jpg"},{"id":26331,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757g/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26332,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757g/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26333,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757g/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26334,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757g/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26335,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1757g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ce4b07f02db613d54","contributors":{"authors":[{"text":"Dutcher, L.C.","contributorId":42191,"corporation":false,"usgs":true,"family":"Dutcher","given":"L.C.","email":"","affiliations":[],"preferred":false,"id":143532,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thomas, H. E.","contributorId":12829,"corporation":false,"usgs":true,"family":"Thomas","given":"H.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143531,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3593,"text":"cir552 - 1968 - Reconnaissance investigations of the discharge and water quality of the Amazon River","interactions":[],"lastModifiedDate":"2012-02-02T00:05:26","indexId":"cir552","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"552","title":"Reconnaissance investigations of the discharge and water quality of the Amazon River","docAbstract":"Selected published estimates of the discharge of Amazon River in the vicinity of Obidos and the mouth are presented to show the great variance of available information. The most reasonable estimates prepared by those who measured some parameters of the flow were studied by Maurice Parde, who concluded that the mean annual discharge is 90,000 to 100,000 cms (cubic meters per second) or 3,200,000 to 3,500,000 cfs (cubic feet per second). A few published estimates of discharge at mouth of 110,000 cms (3,900,000 cfs) based on rainfall-runoff relationships developed for other humid regions of the world are available. \r\n\r\nThree measurements of discharge made at the Obidos narrows in 1963-64 by a joint Brazil-United States expedition at high, low, and medium river stage are referred to the datum used at the Obidos gage during the period of operation, 1928-46, and a relationship between stage and discharge prepared on the basis of the measurements and supplementary data and computations. Recovery of the original Obidos gage datum is verified by referring the 1963-64 concurrent river stages at Manaus, Obidos, and Taperinha to gage relation curves developed for Manaus-Obidos and Obidos-Taperinha for periods of concurrent operation, 1928-46 and 1931-46, respectively. The average discharge, based on the stage-discharge relation and record of river stage for the period 1928-46, is computed to be 5,500,000 cfs (157,000 cms) for the Obidos site. \r\n\r\nThe greatest known flood at Obidos, that of June 1953, is computed to have been a flow of 12,500,000 cfs (350,000 cms) at stage of 7.6 meters (24.9 feet) in the main channel and an indeterminate amount of overflow which, under the best assumed overflow conditions, may have amounted to about 10 percent of the main channel flow. Overflow discharge at stage equivalent to mean annual discharge is judged to be an insignificant percentage of flow down the main channel. \r\n\r\nMiscellaneous data collected during the flow measurements show that the tidal effect reaches upstream to Obidos at extremely low flows, the distribution of velocities in stream verticals is affected by large-scale turbulence, the standard procedure of basing mean velocity in vertical on the average of point velocities measured at 20 and 80 percent of the total depth is valid, and there is a low Manning roughness coefficient of 0.019 (English units). Samples of suspended sediment taken with a point sampler at various depths in selected verticals show, for the Obidos site, a variation in concentration from 300 to 340 mg/l (milligram per liter) near the streambed to 50 to 70 mg/l in the upper part of the verticals. \r\n\r\nMedian diameter of bed material at Obidos averaged about 0.20 mm (millimeter) in a range of 0.15 to 0.25 ram. Analyses of water samples collected at Obidos in July and November 1963 and August 1964 are presented. The reconnaissance measurements of 1963-64 provide a well-supported value of mean annual water discharge of Amazon River at Obidos and the mouth. Many more measurements of flow and water-quality characteristics are needed to obtain more exact values of discharge, suspended sediment, and salt load.","language":"ENGLISH","publisher":"[U.S. Geological Survey ],","doi":"10.3133/cir552","usgsCitation":"Oltman, R.E., 1968, Reconnaissance investigations of the discharge and water quality of the Amazon River: U.S. Geological Survey Circular 552, iii, 16 p. :illus., maps. ;26 cm., https://doi.org/10.3133/cir552.","productDescription":"iii, 16 p. :illus., maps. ;26 cm.","costCenters":[],"links":[{"id":124488,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1968/0552/report-thumb.jpg"},{"id":30626,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1968/0552/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ce4b07f02db63e7fd","contributors":{"authors":[{"text":"Oltman, Roy Edwin","contributorId":101635,"corporation":false,"usgs":true,"family":"Oltman","given":"Roy","email":"","middleInitial":"Edwin","affiliations":[],"preferred":false,"id":147224,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1006,"text":"wsp1859C - 1968 - Analysis of water quality of the Mahoning River in Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1859C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1859","chapter":"C","title":"Analysis of water quality of the Mahoning River in Ohio","docAbstract":"The Mahoning River drains the densely populated and industrialized Warren-Youngstown area in northeastern Ohio. Significant chemical constituents and physical properties generally regarded as important in establishing water-quality standards for the Mahoning River are evaluated on the basis of hydrologic conditions and water use. Most of the interpretations and the appraisal of water-quality conditions are based on data collected from January 1963 to December 1965. Generally, streamflow during this period was lower than during a selected long-term reference period ; however, extremely low flows that occurred in the reference period did not occur in the 3-year study period. \r\n\r\nWater temperatures of the Mahoning River at Pricetown and Leavittsburg were not affected by thermal loading. Water temperatures at those stations ranged from the freezing point to 78?F during the 1963-65 period. Downstream from Leavittsburg, the use of large quantities of water for industrial cooling caused critical thermal loading during periods of low streamflow. Maximum water temperatures were 108?F and 104?F at Struthers and Lowellville, respectively. Water temperatures of the Mahoning River were lower during high water discharges and increased with higher steel-production indices. Flow augmentation and modifications in industrial processes have improved the water-temperature conditions in recent years. \r\n\r\nA combination of oxygen-consuming materials and warmed water from industrial and municipal wastes discharged into the lower reaches of the Mahoning River frequently depleted the dissolved-oxygen content. At Lowellville, the river water had a dissolved-oxygen content of 5 ppm (parts per million) or less for 67 percent of the time and 3 ppm or less for 16 percent of the time during the study period. The percentage of saturation of dissolved oxygen followed a similar trend. Both the dissolved-oxygen concentration and the percentage of saturation were noticeably lower downstream from Leavittsburg during the warm months when water temperatures were high and streamflow was low. The dissolved-oxygen content in the Mahoning River at Leavittsburg and Pricetown was almost always at acceptable levels. \r\n\r\nThe calculated dissolved-solids concentration of the Mahoning River ranged from 150 to 450 ppm at Leavittsburg and from 200 ppm to 650 ppm at Lowellville. Industrial use of the water caused an increase in the dissolved-solids concentration at Lowellville. During one steel-mill shutdown the average dissolved-solids concentration decreased from about 360 to about 280 ppm. \r\n\r\nChloride concentrations in the Mahoning River ranged from 42 ppm at Pricetown to 108 ppm at Struthers. The chloride load at 50-percent flow duration was 9 and 69 tons per day at Pricetown and Lowellville, respectively. The chloride content of the Mahoning River was well within acceptable levels. \r\n\r\nSulfate from wastes disposal and acid mine drainage made up the largest quantity of dissolved-solids load in the Mahoning River. The sulfate load at 50-percent flow duration increased from 38 tons per day at Pricetown to 300 tons per day at Lowellville. At Pricetown the sulfate load ranged from about 2 to 588 tons per day, while at Lowellville, downstream from the industrialized area, the range was from 106 to 2,420 tons per day. Comparison of sulfate loads during periods of steel production with periods of steel-mill shutdown indicated that during low flow about half the sulfate load at Lowellville was derived from steel-mill wastes when the production index was 100. \r\n\r\nThe alkalinity load of the Mahoning River at 50-percent flow duration increased from Pricetown (23 tons per day) to Lowellville (41 tons per day). During steel production the alkalinity of the water showed a marked decrease from Leavittsburg downstream to Lowellville. However, during steel-mill shutdowns the chemical composition of the river at Youngstown and Lowellville was similar to that at Leavittsburg. Acid mine drainag","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1859C","usgsCitation":"Bednar, G.A., Collier, C.R., and Cross, W.P., 1968, Analysis of water quality of the Mahoning River in Ohio: U.S. Geological Survey Water Supply Paper 1859, iv, 32 p. :ill. (some col.) ;24 cm., https://doi.org/10.3133/wsp1859C.","productDescription":"iv, 32 p. :ill. (some col.) ;24 cm.","costCenters":[],"links":[{"id":137950,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1859c/report-thumb.jpg"},{"id":25585,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1859c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25586,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1859c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ec8d","contributors":{"authors":[{"text":"Bednar, Gene A.","contributorId":81881,"corporation":false,"usgs":true,"family":"Bednar","given":"Gene","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":143010,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Collier, Charles R.","contributorId":57821,"corporation":false,"usgs":true,"family":"Collier","given":"Charles","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143009,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cross, William Perry","contributorId":21137,"corporation":false,"usgs":true,"family":"Cross","given":"William","email":"","middleInitial":"Perry","affiliations":[],"preferred":false,"id":143008,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":4005,"text":"cir586 - 1968 - Index of surface-water records to September 30, 1967 - Hawaii and other Pacific areas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"cir586","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"586","title":"Index of surface-water records to September 30, 1967 - Hawaii and other Pacific areas","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir586","usgsCitation":"Eisenhuth, H., 1968, Index of surface-water records to September 30, 1967 - Hawaii and other Pacific areas: U.S. Geological Survey Circular 586, 25 p. ;26 cm., https://doi.org/10.3133/cir586.","productDescription":"25 p. ;26 cm.","costCenters":[],"links":[{"id":120822,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1968/0586/report-thumb.jpg"},{"id":31090,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1968/0586/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2f63","contributors":{"authors":[{"text":"Eisenhuth, H.P.","contributorId":38140,"corporation":false,"usgs":true,"family":"Eisenhuth","given":"H.P.","email":"","affiliations":[],"preferred":false,"id":147970,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4004,"text":"cir585 - 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1968 - Index of surface-water records to September 30, 1967 - Part 4, St. Lawrence River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:47","indexId":"cir574","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"574","title":"Index of surface-water records to September 30, 1967 - Part 4, St. Lawrence River basin","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir574","usgsCitation":"Anderson, B., and Ham, C., 1968, Index of surface-water records to September 30, 1967 - Part 4, St. Lawrence River basin: U.S. Geological Survey Circular 574, 39 p. :ill., map ;26 cm., https://doi.org/10.3133/cir574.","productDescription":"39 p. :ill., map ;26 cm.","costCenters":[],"links":[{"id":118230,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1968/0574/report-thumb.jpg"},{"id":31325,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1968/0574/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2eaf","contributors":{"authors":[{"text":"Anderson, B.A.","contributorId":73581,"corporation":false,"usgs":true,"family":"Anderson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":148415,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ham, C.B.","contributorId":73582,"corporation":false,"usgs":true,"family":"Ham","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":148416,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2778,"text":"wsp1608I - 1968 - Fresh and saline ground-water zones in the Punjab region, West Pakistan","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp1608I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1608","chapter":"I","title":"Fresh and saline ground-water zones in the Punjab region, West Pakistan","docAbstract":"An extensive program of test drilling and water sampling, undertaken by the Water and Soils Investigation Division (WASID) of the West Pakistan Water and Power Development Authority (WAPDA) to evaluate hydrologic problems related to waterlogging and soil salinity, has furnished data for the delineation of fresh and saline ground-water zones in the Punjab region of West Pakistan. Fresh ground water containing generally less than 500 ppm (parts per million) of total dissolved solids is found in wide belts paralleling the major rivers and in other areas of ground-water recharge. The fresh groundwater zone of upper (northeastern) Rechna Doab, where annual precipitation in places exceeds 30 inches, is the most extensive of the Punjab region and attains a depth of 1,700 feet or more below land surface near Gujranwala. Fresh ground water adjacent to the Indus River extends locally to depths of about \r\nl,500 feet. \r\n\r\nSaline ground water occurs downgradient from sources of recharge, particularly in the central parts of the interfluvial areas. Also, available data indicate a gradual increase in mineralization with depth and distance from sources of fresh-water recharge. Thus, even extensive fresh-water zones appear to be underlain, at variable depths, by saline ground water in most of the Punjab region. The saline ground waters of the Punjab region do not constitute, however, a distinct salt-water body that can be defined in terms of stratigraphic position, sea-level datum, particular lithology, or by chemical character. \r\n\r\nThe ground waters of the Punjab region are characterized by a gradation from calcium magnesium bicarbonate types, near the sources of recharge, to waters containing a dominant proportion of sodium. Water containing from 500 to 1,000 ppm is commonly of the sodium bicarbonate type, or it may be of the mixed type, having about equal proportions of the common anions (bicarbonate, chloride, and sulfate). With increasing mineralization from about 1,000 to 3,000 ppm, ,the relative proportion of chloride and sulfate increases, and these waters are generally of the sodium chloride or sodium sulfate type. The highly mineralized waters of the Punjab region are generally of the sodium chloride type, whereas in Dera Ismail (D.I.) Khan District sodium sulfate waters predominate. The ground waters from more than 900 sampling sites have been classified into eight types, according to dominant cations and anions. These types have been further subdivided into groups containing different amounts of total dissolved solids. \r\n\r\nThe pattern of distribution of saline ground-water zones in the Punjab region and the observed gradual increase in mineral content, downgradient from sources of fresh-water recharge, can be explained best by the processes of evaporation from the water table and solution of minerals within the alluvial aquifer.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1608I","usgsCitation":"Swarzenski, W., 1968, Fresh and saline ground-water zones in the Punjab region, West Pakistan: U.S. Geological Survey Water Supply Paper 1608, iii, 24 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1608I.","productDescription":"iii, 24 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138679,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608i/report-thumb.jpg"},{"id":29226,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608i/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29227,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608i/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29228,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608i/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29229,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608i/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a83a7","contributors":{"authors":[{"text":"Swarzenski, W.V.","contributorId":80243,"corporation":false,"usgs":true,"family":"Swarzenski","given":"W.V.","email":"","affiliations":[],"preferred":false,"id":145772,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4208,"text":"cir571 - 1968 - Index of surface-water records to September 30, 1967 - Part 1, North Atlantic slope basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:46","indexId":"cir571","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"571","title":"Index of surface-water records to September 30, 1967 - Part 1, North Atlantic slope basins","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir571","usgsCitation":"Anderson, B., and Ham, C., 1968, Index of surface-water records to September 30, 1967 - Part 1, North Atlantic slope basins: U.S. Geological Survey Circular 571, 87 p. :ill., map ;26 cm., https://doi.org/10.3133/cir571.","productDescription":"87 p. :ill., map ;26 cm.","costCenters":[],"links":[{"id":120876,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1968/0571/report-thumb.jpg"},{"id":31322,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1968/0571/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2eb5","contributors":{"authors":[{"text":"Anderson, B.A.","contributorId":73581,"corporation":false,"usgs":true,"family":"Anderson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":148409,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ham, C.B.","contributorId":73582,"corporation":false,"usgs":true,"family":"Ham","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":148410,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":21689,"text":"ofr68300 - 1968 - Compilation of hydrologic data, Elm Fork Trinity River, Trinity River basin, Texas","interactions":[],"lastModifiedDate":"2012-02-02T00:07:48","indexId":"ofr68300","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"68-300","title":"Compilation of hydrologic data, Elm Fork Trinity River, Trinity River basin, Texas","language":"ENGLISH","publisher":"The Division","doi":"10.3133/ofr68300","issn":"0566-8174","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1968, Compilation of hydrologic data, Elm Fork Trinity River, Trinity River basin, Texas: U.S. Geological Survey Open-File Report 68-300, 60 p. , https://doi.org/10.3133/ofr68300.","productDescription":"60 p. ","costCenters":[],"links":[{"id":153846,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6a9f68","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":529062,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":57746,"text":"ofr69332 - 1968 - Water-Budget and Quality of Water Studies of Hubbard Creek Reservoir, Texas, 1962-67 Water Years","interactions":[],"lastModifiedDate":"2012-02-02T00:12:33","indexId":"ofr69332","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"69-332","title":"Water-Budget and Quality of Water Studies of Hubbard Creek Reservoir, Texas, 1962-67 Water Years","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr69332","usgsCitation":"Myers, B.N., 1968, Water-Budget and Quality of Water Studies of Hubbard Creek Reservoir, Texas, 1962-67 Water Years: U.S. Geological Survey Open-File Report 69-332, 27 leaves : map ; 28 cm., https://doi.org/10.3133/ofr69332.","productDescription":"27 leaves : map ; 28 cm.","temporalStart":"1961-10-01","temporalEnd":"1967-09-30","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":183563,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eeff4","contributors":{"authors":[{"text":"Myers, B. N.","contributorId":67490,"corporation":false,"usgs":true,"family":"Myers","given":"B.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":257682,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":53591,"text":"ofr6863 - 1968 - Ground-water exploration in the Bosque del Apache Grant, Socorro County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:11:40","indexId":"ofr6863","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"68-63","title":"Ground-water exploration in the Bosque del Apache Grant, Socorro County, New Mexico","docAbstract":"Test drilling along the Rio Grande in the Bosque del Apache Grant in Socorro County, New Mexico has shown that the area is hydrologically complex and that the quality of the ground water varies from saline to fresh within short distances both laterally and vertically. \r\n\r\nNearly all of the riverside land in the Grant is occupied by the migratory waterfowl refuge of the Bosque del Apache National Wildlife Refuge. Potable and near-potable water is obtained from 12 wells in this area that tap sand and gravel, and the wells are capable of yielding 1,000 gallons per minute or more. \r\n\r\nStallion Range Center, a military installation on the White Sands Missile Range, about 15 miles east of =he waterfowl refuge, needs about 100,000 gallons per day of potable water. Potable water in large quantities is not known to be available at a location closer to the Center than the refuge area.\r\n\r\nThe Fish and Wildlife Service, which operates the waterfowl refuge, gave permission to White Sands Missile Range to test drill and to develop a supply well in certain areas along the Rio Grande outside the managed lands of the refuge. The U.S. Geological Survey was then asked by White Sands Missile Range to choose locations for test drilling and to monitor drilling and testing of the wells. \r\n\r\nBetween 1963 and 1967 test wells were drilled and a suitable location for a supply well as found. The well would be about 250 feet deep and would tap a body of potable water that is about 100 feet in thickness and is thought to underlie an area of at least 5 square miles.\r\n\r\nThis report contains diagrammatic sections that show the lateral and vertical relation of waters of different quality along the Rio Grande in a part of the Bosque del Apache Grant. Basic data are given in tables; they include records of 7 test wells and 12 high-yield supply wells, and 52 chemical analyses of ground water from the wells.","language":"ENGLISH","doi":"10.3133/ofr6863","usgsCitation":"Cooper, J., 1968, Ground-water exploration in the Bosque del Apache Grant, Socorro County, New Mexico: U.S. Geological Survey Open-File Report 68-63, 79 leaves : ill., maps ; 30 cm., https://doi.org/10.3133/ofr6863.","productDescription":"79 leaves : ill., maps ; 30 cm.","costCenters":[],"links":[{"id":114673,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1968/0063/plate-figure_3.pdf","size":"4267","linkFileType":{"id":1,"text":"pdf"}},{"id":114674,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1968/0063/plate-figure_4.pdf","size":"2579","linkFileType":{"id":1,"text":"pdf"}},{"id":114675,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1968/0063/plate-figure_6.pdf","size":"2641","linkFileType":{"id":1,"text":"pdf"}},{"id":114676,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1968/0063/plate-figure_7.pdf","size":"2652","linkFileType":{"id":1,"text":"pdf"}},{"id":177574,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1968/0063/report-thumb.jpg"},{"id":87477,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1968/0063/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ce1e","contributors":{"authors":[{"text":"Cooper, James B.","contributorId":94367,"corporation":false,"usgs":true,"family":"Cooper","given":"James B.","affiliations":[],"preferred":false,"id":247866,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":53324,"text":"ofr68263 - 1968 - Geology and Ground Water Resources of Spotsylvania County, Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:11:44","indexId":"ofr68263","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","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":"68-263","title":"Geology and Ground Water Resources of Spotsylvania County, Virginia","language":"ENGLISH","doi":"10.3133/ofr68263","usgsCitation":"Subitzsky, S., 1968, Geology and Ground Water Resources of Spotsylvania County, Virginia: U.S. Geological Survey Open-File Report 68-263, x, 185 leaves : ill., maps (1 col.) ; 28 cm., https://doi.org/10.3133/ofr68263.","productDescription":"x, 185 leaves : ill., maps (1 col.) ; 28 cm.","costCenters":[],"links":[{"id":177595,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1968/0263/report-thumb.jpg"},{"id":87209,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1968/0263/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87210,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1968/0263/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87211,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1968/0263/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87212,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1968/0263/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87213,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1968/0263/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1968/0263/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686226","contributors":{"authors":[{"text":"Subitzsky, Seymour","contributorId":55894,"corporation":false,"usgs":true,"family":"Subitzsky","given":"Seymour","email":"","affiliations":[],"preferred":false,"id":247274,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2350,"text":"wsp1798D - 1968 - Fluvial sediment in the drainage area of K-79 reservoir, Kiowa Creek basin, Colorado","interactions":[{"subject":{"id":11158,"text":"ofr75291 - 1975 - Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina","indexId":"ofr75291","publicationYear":"1975","noYear":false,"title":"Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina"},"predicate":"SUPERSEDED_BY","object":{"id":2350,"text":"wsp1798D - 1968 - Fluvial sediment in the drainage area of K-79 reservoir, Kiowa Creek basin, Colorado","indexId":"wsp1798D","publicationYear":"1968","noYear":false,"chapter":"D","title":"Fluvial sediment in the drainage area of K-79 reservoir, Kiowa Creek basin, Colorado"},"id":1}],"lastModifiedDate":"2022-02-01T19:09:14.577071","indexId":"wsp1798D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1798","chapter":"D","title":"Fluvial sediment in the drainage area of K-79 reservoir, Kiowa Creek basin, Colorado","docAbstract":"No abstract available.
","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Sedimentation in small drainage basins","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1798D","usgsCitation":"Mundorff, J.C., 1968, Fluvial sediment in the drainage area of K-79 reservoir, Kiowa Creek basin, Colorado: U.S. Geological Survey Water Supply Paper 1798, Report: iv, 26 p.; 1 Plate: 15.00 × 19.32 inches, https://doi.org/10.3133/wsp1798D.","productDescription":"Report: iv, 26 p.; 1 Plate: 15.00 × 19.32 inches","costCenters":[],"links":[{"id":110022,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24988.htm","linkFileType":{"id":5,"text":"html"},"description":"24988"},{"id":28274,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28273,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1798d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137768,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798d/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Kiowa Creek basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.629,\n 39.0360\n ],\n [\n -104.577,\n 39.0360\n ],\n [\n -104.577,\n 39.0760\n ],\n [\n -104.629,\n 39.0760\n ],\n [\n -104.629,\n 39.0360\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aeab4","contributors":{"authors":[{"text":"Mundorff, J. C.","contributorId":63374,"corporation":false,"usgs":true,"family":"Mundorff","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145061,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2227,"text":"wsp1680 - 1968 - Magnitude and frequency of floods in the United States, part 6–B. Missouri River basin below Sioux City, Iowa","interactions":[],"lastModifiedDate":"2022-02-04T19:47:54.919646","indexId":"wsp1680","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1680","title":"Magnitude and frequency of floods in the United States, part 6–B. Missouri River basin below Sioux City, Iowa","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1680","usgsCitation":"Matthai, H., 1968, Magnitude and frequency of floods in the United States, part 6–B. Missouri River basin below Sioux City, Iowa: U.S. Geological Survey Water Supply Paper 1680, Report: xviii, 491 p.; 1 Plate: 40.00 × 19.82 inches, https://doi.org/10.3133/wsp1680.","productDescription":"Report: xviii, 491 p.; 1 Plate: 40.00 × 19.82 inches","costCenters":[],"links":[{"id":395472,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24889.htm"},{"id":265380,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1680/plate-1.pdf"},{"id":27977,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1680/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137711,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1680/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Missouri River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -109,\n 37.05\n ],\n [\n -91,\n 37.05\n ],\n [\n -91,\n 43.667\n ],\n [\n -109,\n 43.667\n ],\n [\n -109,\n 37.05\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6495fd","contributors":{"authors":[{"text":"Matthai, H. F.","contributorId":101640,"corporation":false,"usgs":true,"family":"Matthai","given":"H. F.","affiliations":[],"preferred":false,"id":144853,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}