{"pageNumber":"228","pageRowStart":"5675","pageSize":"25","recordCount":6232,"records":[{"id":44543,"text":"wri7985 - 1979 - Flow routing in the Susquehanna River Basin: Part III -- Routing reservoir releases in the Tioga and Chemung rivers system, Pennsylvania, and New York, 1977","interactions":[],"lastModifiedDate":"2017-07-07T08:34:32","indexId":"wri7985","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-85","title":"Flow routing in the Susquehanna River Basin: Part III -- Routing reservoir releases in the Tioga and Chemung rivers system, Pennsylvania, and New York, 1977","docAbstract":"<p>Channel-routing models were used to route hypothetical releases from reservoirs in the upper Tioga River basin, Pennsylvania. These releases were routed northward down the Tioga River to Lindley, Erwins, and Corning, New York: combined with flows routed down the Cohocton River from Campbell to Corning, New York; and then routed southeastward down the Chemung River from Corning to Chemung, New York. The models used to route the flows of Cohocton and Chemung Rivers accounted for bank-storage discharge and streamflow depletion by well pumpage. In general, 17 water years of concurrent streamflow data were available for model calibration and verification.</p>\n<p>Three hypothetical reservoir releases were made from the reservoirs and routed to Wilkes-Barre, Pennsylvania, using the models developed in this study and models developed downstream to Wilkes-Barre in a previous study. A hypothetical makeup water requirement of 65 cubic feet per second was assumed. Two historical low-flow periods were investigated. The first hypothetical release investigated was a constant 100 cubic feet per second, and the second release was a constant 70 cubic feet per second. The third scheme was a hypothetical release of 100 cubic feet per second for three days followed by a constant 70 cubic feet per second for the duration of the period considered. Constant 100 cubic feet per second releases arrived downstream more quickly than constant 70 cubic feet per second releases for both test periods, but delivered more water than required to satisfy the assumed makeup requirement. The third release scheme was generally the most efficient of the three schemes tested.&nbsp;</p>\n<p>Although inherent modeling errors exist in all the simulated data, the accuracy of the estimated routed reservoir releases at the downstream sites is considered good.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7985","usgsCitation":"Armbruster, J.T., 1979, Flow routing in the Susquehanna River Basin: Part III -- Routing reservoir releases in the Tioga and Chemung rivers system, Pennsylvania, and New York, 1977: U.S. Geological Survey Water-Resources Investigations Report 79-85, v, 34 p., https://doi.org/10.3133/wri7985.","productDescription":"v, 34 p.","numberOfPages":"43","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":134595,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7985.jpg"},{"id":310279,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0085/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York, Pennsylvania","otherGeospatial":"Chemung River, Tioga River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.5030517578125,\n              41.176586696571015\n            ],\n            [\n              -77.5030517578125,\n              42.374778361114195\n            ],\n            [\n              -75.74523925781249,\n              42.374778361114195\n            ],\n            [\n              -75.74523925781249,\n              41.176586696571015\n            ],\n            [\n              -77.5030517578125,\n              41.176586696571015\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e488de4b07f02db51dabb","contributors":{"authors":[{"text":"Armbruster, Jeffrey T.","contributorId":37707,"corporation":false,"usgs":true,"family":"Armbruster","given":"Jeffrey","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":229970,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11046,"text":"ofr79347 - 1979 - Selected streamflow data for the Delaware River basin","interactions":[],"lastModifiedDate":"2023-03-03T21:01:42.371672","indexId":"ofr79347","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-347","title":"Selected streamflow data for the Delaware River basin","docAbstract":"<p>Selected streamflow data for the Delaware River basin are given in this report. Runoff-precipitation data covering the period 1941-70 are compiled for 28 selected subbasins. Low-flow frequency curves for four main-stem Delaware River sites are also given. For Delaware River at Montague and Trenton, New Jersey, monthly comparative duration curves and 20-year hydrographs are presented in this report. Finally, flow-duration tables based on observed daily streamflow for gaging stations near 21 proposed dam sites in the Delaware River basin are given.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79347","collaboration":"Prepared in cooperation with the Delaware River Basin Commission","usgsCitation":"Schopp, R.D., and Gillespie, B.D., 1979, Selected streamflow data for the Delaware River basin: U.S. Geological Survey Open-File Report 79-347, iv, 16 p., https://doi.org/10.3133/ofr79347.","productDescription":"iv, 16 p.","costCenters":[],"links":[{"id":413683,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0347/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142621,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0347/report-thumb.jpg"}],"country":"United States","state":"Delaware, New Jersey, New York, Pennsylvania","otherGeospatial":"Delaware River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.080078125,\n              40.622291783092706\n            ],\n            [\n              -76.86035156249999,\n              39.317300373271024\n            ],\n            [\n              -75.69580078125,\n              38.436379603\n            ],\n            [\n              -75.08056640625,\n              38.40194908237822\n            ],\n            [\n              -74.454345703125,\n              38.71980474264237\n            ],\n            [\n              -73.927001953125,\n              40.16208338164617\n            ],\n            [\n              -74.00390625,\n              41.409775832009565\n            ],\n            [\n              -74.50927734375,\n              42.00032514831621\n            ],\n            [\n              -75.289306640625,\n              41.934976500546604\n            ],\n            [\n              -76.058349609375,\n              41.46742831254425\n            ],\n            [\n              -77.080078125,\n              40.622291783092706\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e6368","contributors":{"authors":[{"text":"Schopp, Robert D.","contributorId":10426,"corporation":false,"usgs":true,"family":"Schopp","given":"Robert","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":162434,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gillespie, Brian D.","contributorId":87948,"corporation":false,"usgs":true,"family":"Gillespie","given":"Brian","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":162435,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":55196,"text":"wdrCT771 - 1979 - Water resources data for Connecticut, water year 1977","interactions":[],"lastModifiedDate":"2022-12-05T22:01:51.827362","indexId":"wdrCT771","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CT-77-1","title":"Water resources data for Connecticut, water year 1977","docAbstract":"<p>Water resources data for the 1977 water year for Connecticut consist of records of stage, discharge, and water quality of streams; contents and water quality of lakes and reservoirs; and water levels and water quality of ground water. This report contains discharge records for 50 gaging stations; tidal volume for 1 gaging station; stage only records for 3 tidal-gaging stations; contents for 36 lakes and reservoirs; water quality for 56 gaging stations, 3 lakes, 28 wells, 4 springs, 4 seepage sites, and 1 chemical precipitation station; and water levels for 21 observation wells. Also included are 44 crest-stage partial-record stations and 38 low-flow partial-record stations. Additional water data were collected at various sites, not involved in the systematic data collection program, and are published as miscellaneous measurements. Locations of hydrologic stations are shown on figures 2, 3, and 4. A few pertinent stations (not included above) in bordering States are also enclosed in this report. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Connecticut.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrCT771","collaboration":"Prepared in cooperation with the State of Connecticut and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1979, Water resources data for Connecticut, water year 1977: U.S. Geological Survey Water Data Report CT-77-1, xi, 383 p., https://doi.org/10.3133/wdrCT771.","productDescription":"xi, 383 p.","costCenters":[],"links":[{"id":410079,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1977/ct-77-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173925,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1977/ct-77-1/report-thumb.jpg"}],"country":"United 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,{"id":44544,"text":"wri7993 - 1979 - Urban stormwater data management system with applications to south Florida studies","interactions":[],"lastModifiedDate":"2012-02-02T00:04:56","indexId":"wri7993","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-93","title":"Urban stormwater data management system with applications to south Florida studies","docAbstract":"A data management system was developed to store and retrieve urban stormwater data collected from four small urban basins in south Florida. The system is event oriented in that all data from one storm are stored together on the computer file. The data include descriptive information about the storm and data on rainfall, stage, discharge, and water quality. The data management system, composed of about 20 Fortran programs, was developed to store data, retrieve tables for publication, calculate flow discharges and constituent loads, and provide for interfacing with statistical and deterministic model application programs. (Kosco-USGS)","language":"ENGLISH","doi":"10.3133/wri7993","usgsCitation":"Miller, R.A., Doyle, W.H., and Wilson, L.D., 1979, Urban stormwater data management system with applications to south Florida studies: U.S. Geological Survey Water-Resources Investigations Report 79-93, 113 p., https://doi.org/10.3133/wri7993.","productDescription":"113 p.","costCenters":[],"links":[{"id":134620,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db60526c","contributors":{"authors":[{"text":"Miller, Robert A.","contributorId":52938,"corporation":false,"usgs":true,"family":"Miller","given":"Robert","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":229971,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Doyle, W. Harry Jr.","contributorId":55399,"corporation":false,"usgs":true,"family":"Doyle","given":"W.","suffix":"Jr.","email":"","middleInitial":"Harry","affiliations":[],"preferred":false,"id":229972,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wilson, Larry D.","contributorId":60182,"corporation":false,"usgs":true,"family":"Wilson","given":"Larry","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":229973,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":9775,"text":"ofr79716 - 1979 - Tertiary volcanic rocks of the Mineral Mountain and Teapot Mountain quadrangles, Pinal County, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr79716","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-716","title":"Tertiary volcanic rocks of the Mineral Mountain and Teapot Mountain quadrangles, Pinal County, Arizona","docAbstract":"The widespread distribution of Tertiary volcanic rocks in south-central Arizona is controlled in part by prevolcanic structures along which volcanic vents were localized. Volcanic rocks in the Mineral Mountain and Teapot Mountain quadrangles mark the site of a major northwest-trending structural hingeline. This hingeline divides an older Precambrian X terrane on the west from intensely deformed sequences of rock as young as Pennsylvanian on the east, suggesting increased westerly uplift. The volcanic rocks consist of a pile of complexly interlayered rhyolite, andesite, dacite, flows and intrusive rocks, water-laid tuffs, and very minor olivine basalt. Although the rocks erupted from several different vents, time relations, space relations, and chemistry each give strong evidence of a single source for all the rocks. Available data (by the K-Ar dating method) on hornblende and biotite separates from the volcanic rocks range from 14 to 19 m.y. and establish the pre-middle Miocene age of major dislocations along the structural hingeline. Most of the volcanic rocks contain glass, either at the base of the flows or as an envelope around the intrusive phases. One of the intrusive rhyolites, however, seems to represent one of the final eruptions. Intense vesiculation of the intrusive rhyolite suggests a large content of volatiles at the time of its eruption. Mineralization is associated with the more silicic of these middle Miocene volcanic rocks; specifically, extensive fissure quartz veins contain locally significant amounts of silver, lead, and zinc and minor amounts of gold. Many of the most productive deposits are hosted by the volcanic rocks, although others occur in the Precambrian rocks. Magnetic data correspond roughly to the geology in outlining the overall extent of the volcanic rocks as a magnetic low.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79716","usgsCitation":"Keith, W.J., and Theodore, T., 1979, Tertiary volcanic rocks of the Mineral Mountain and Teapot Mountain quadrangles, Pinal County, Arizona: U.S. Geological Survey Open-File Report 79-716, iii, 19 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr79716.","productDescription":"iii, 19 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142783,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0716/report-thumb.jpg"},{"id":37536,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0716/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684cf6","contributors":{"authors":[{"text":"Keith, William J.","contributorId":21146,"corporation":false,"usgs":true,"family":"Keith","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":160277,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Theodore, Ted G.","contributorId":57840,"corporation":false,"usgs":true,"family":"Theodore","given":"Ted G.","affiliations":[],"preferred":false,"id":160278,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9901,"text":"ofr79253 - 1979 - Simulation of streamflow of Rock River at Lake Koshkonong, Wisconsin, to determine effects of withdrawal of powerplant-cooling water","interactions":[],"lastModifiedDate":"2015-10-08T14:14:30","indexId":"ofr79253","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-253","title":"Simulation of streamflow of Rock River at Lake Koshkonong, Wisconsin, to determine effects of withdrawal of powerplant-cooling water","docAbstract":"<p>A flow-routing model was used to simulate 44 years of stage data from Lake Koshkonong, Wis., and streamflow data from the Rock River downstream from the lake. The simulation was repeated for five possible degrees of consumptive use, ranging from zero to an annual average of 40 cubic feet per second. A minimum release rule was applied to the simulated operation of the dam at Indianford to guarantee at least the 7-day, 10-year low-flow discharge in the Rock River downstream from Lake Koshkonong.</p>\n<p>The simulated stage of Lake Koshkonong with consumptive use at 40 cubic feet per second was as much as 0.42 feet lower than the simulated stage with zero consumptive use for the same period. Duration of drawdown below the regulatory minimum stage of 11.8 feet, occurring once in 10 years, increased from 83 to 132 days as consumptive use increased from 0 to 40 cubic feet per second.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79253","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Krug, W.R., 1979, Simulation of streamflow of Rock River at Lake Koshkonong, Wisconsin, to determine effects of withdrawal of powerplant-cooling water: U.S. Geological Survey Open-File Report 79-253, iv, 21 p. , https://doi.org/10.3133/ofr79253.","productDescription":"iv, 21 p. ","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":37695,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0253/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142895,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0253/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Dane County, Dodge County, Jefferson County, Rock County","city":"Afton, Indian Ford, McFarland, Milford, Watertown","otherGeospatial":"Crawfish River, Lake Koshkonong, Rock River, Yahara River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.3689,42.8484],[-89.3688,42.8575],[-89.4832,42.858],[-89.6026,42.8575],[-89.7196,42.8587],[-89.8377,42.8598],[-89.8375,42.9471],[-89.8386,43.0317],[-89.8384,43.1181],[-89.8394,43.205],[-89.8325,43.2123],[-89.825,43.2187],[-89.8175,43.226],[-89.8125,43.2342],[-89.8088,43.2369],[-89.8012,43.2365],[-89.7874,43.2356],[-89.771,43.237],[-89.7579,43.2379],[-89.7529,43.2443],[-89.7485,43.2507],[-89.7391,43.2548],[-89.7259,43.2644],[-89.7171,43.2739],[-89.714,43.2821],[-89.7165,43.2867],[-89.7235,43.2935],[-89.7209,43.2935],[-89.6008,43.2932],[-89.4819,43.2942],[-89.3617,43.2954],[-89.3624,43.2832],[-89.246,43.2834],[-89.1271,43.2827],[-89.0094,43.286],[-89.0088,43.3738],[-89.0038,43.3737],[-89.0044,43.4616],[-89.0063,43.548],[-89.007,43.6332],[-88.8862,43.6336],[-88.7654,43.633],[-88.6763,43.6334],[-88.6447,43.6332],[-88.6238,43.6326],[-88.6124,43.6325],[-88.522,43.6323],[-88.4013,43.6309],[-88.4008,43.5435],[-88.4008,43.4598],[-88.4017,43.3701],[-88.4187,43.3703],[-88.4187,43.2856],[-88.4183,43.1964],[-88.5401,43.1978],[-88.5407,43.111],[-88.5407,43.0232],[-88.5413,42.9341],[-88.5413,42.8445],[-88.66,42.8453],[-88.7757,42.8455],[-88.7753,42.7587],[-88.7744,42.6728],[-88.774,42.5855],[-88.7737,42.4958],[-88.9385,42.4984],[-88.9798,42.4989],[-89.0467,42.4997],[-89.154,42.501],[-89.2345,42.5018],[-89.2705,42.5021],[-89.3185,42.5024],[-89.3645,42.5029],[-89.3656,42.5907],[-89.3656,42.5998],[-89.3667,42.677],[-89.3666,42.6906],[-89.3671,42.7607],[-89.3677,42.7743],[-89.3689,42.8484]]]},\"properties\":{\"name\":\"Dane\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f20a2","contributors":{"authors":[{"text":"Krug, William R.","contributorId":53381,"corporation":false,"usgs":true,"family":"Krug","given":"William","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":160484,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29088,"text":"wri78101 - 1979 - Water resources of the Nisqually Lake area, Pierce County, Washington","interactions":[],"lastModifiedDate":"2019-05-14T14:14:03","indexId":"wri78101","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-101","title":"Water resources of the Nisqually Lake area, Pierce County, Washington","docAbstract":"<p>This report presents data assembled during a July 1975 to August 1977 study of the water resources of an area within, and adjacent to, a part of the Fort Lewis Military Reservation that prior to 1917 was included in the Nisqually Indian Reservation. Because the area is within or near the artillery ranges of the U.S. Army, the existing water resources of the study area are almost undeveloped.</p><p>The only surface-water bodies of significance in the study area are Muck Creek, Nisqually Lake, and springs. The flow of Muck Creek as measured at a gaging station at Roy, east of the study area, ranged from no flow to a maximum discharge of 692 cubic feet per second during the period 1956-77. No flow occurred there about 9 percent of the time during the period 19.56-71. A large spring discharged from 0.12 to 4.56 cubic feet per second during the study period.</p><p>Development or diversion of Muck Creek near its mouth would provide sufficient water for a small- to medium-sized fish-rearing facility. The highest water temperature recorded at this site during the study was 14.0°C, in August 1977, with a stream discharge of 7.12 cubic feet per second.</p><p>Nisqually Lake, with a surface area of about 89 acres, is shallow with a flat bottom. The existing lake water is relatively high with dissolved solids, organic nitrogen and phosphorus, and biologically productive. Species of warm-water fish are probably best suited for the lake.</p><p>Ground water beneath the study area occurs in unconsolidated glacial drift or outwash of gravel, sand, silt, and clay. One of the permeable rock units is the Steilacoom Gravel of Pleistocene age. Yields to wells from this material in a nearby area are from 100 to 250 gallons per minute. Drilling of test wells in the study area would provide more reliable data on ground water. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78101","collaboration":"Prepared in cooperation with the Nisqually Community Council","usgsCitation":"Pearson, H.E., and Dion, N.P., 1979, Water resources of the Nisqually Lake area, Pierce County, Washington: U.S. Geological Survey Water-Resources Investigations Report 78-101, ix, 34 p., https://doi.org/10.3133/wri78101.","productDescription":"ix, 34 p.","costCenters":[],"links":[{"id":158923,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0101/report-thumb.jpg"},{"id":363797,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0101/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Washington","county":"Pierce County","otherGeospatial":"Nisqually Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.77256011962889,\n              47.00132908676542\n            ],\n            [\n              -122.58132934570311,\n              47.00132908676542\n            ],\n            [\n              -122.58132934570311,\n              47.095837806027205\n            ],\n            [\n              -122.77256011962889,\n              47.095837806027205\n            ],\n            [\n              -122.77256011962889,\n              47.00132908676542\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0410","contributors":{"authors":[{"text":"Pearson, H. E.","contributorId":52970,"corporation":false,"usgs":true,"family":"Pearson","given":"H.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200930,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200929,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29207,"text":"wri78137 - 1979 - Floods in Georgia, magnitude and frequency: Techniques for estimating the magnitude and frequency of floods in Georgia with compilation of flood data through 1974","interactions":[],"lastModifiedDate":"2021-05-18T22:47:16.612167","indexId":"wri78137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-137","title":"Floods in Georgia, magnitude and frequency: Techniques for estimating the magnitude and frequency of floods in Georgia with compilation of flood data through 1974","docAbstract":"Regional relations are defined for estimating the magnitude and frequency of floods having recurrence intervals of 2, 5, 10, 25, 50, and 100 years on streams with natural flow in Georgia. Multiple-regression analyses were used to define the relationship between the flood-discharge frequency of annual peak discharges for streams draining 0.1 to 1,000 square miles and 10 climatological and physical basin characteristics. The analyses indicate that the drainage area of the basin is the most significant characteristic. Five regions having distinct flood-discharge frequency characteristics are delineated. Individual relations of flood magnitude and frequency to drainage area are given for parts of the main stems of the major rivers without significant regulation draining more than 1,000 square miles. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78137","usgsCitation":"Price, M., 1979, Floods in Georgia, magnitude and frequency: Techniques for estimating the magnitude and frequency of floods in Georgia with compilation of flood data through 1974: U.S. Geological Survey Water-Resources Investigations Report 78-137, vi, 269 p., https://doi.org/10.3133/wri78137.","productDescription":"vi, 269 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":159093,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0137/report-thumb.jpg"},{"id":382935,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0137/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":26964,"text":"wri7964 - 1979 - Quantity and quality of urban runoff from three localities in the Denver Metropolitan area, Colorado","interactions":[],"lastModifiedDate":"2019-10-31T11:35:30","indexId":"wri7964","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-64","title":"Quantity and quality of urban runoff from three localities in the Denver Metropolitan area, Colorado","docAbstract":"<p>Considerable variation in constituent concentrations was shown in urban runoff data for 1975-77 from three metropolitan Denver drainage basins. Constituent concentrations, greatest during initial rainfall runoff, generally peaked midday of snowmelt runoff, corresponding with maximum melting and runoff. Instantaneous loads of constituents were largely a function of discharge. Days since last street sweeping or antecedent precipitation had no apparent effect; snowmelt-runoff loads apparently increased with number of days snow had been on the ground. Urban storm runoff may significantly contribute total ammonia nitrogen, total nonfiltrable residue, total copper, total iron, total lead, and total zinc; and snowmelt runoff may significantly contribute sodium and chloride, to local receiving waters. Data from two basins were used for calibration and verification of U.S. Environmental Protection Agency's Storm Water Management Model II for rainfall-runoff modeling of flow and total nitrogen. The model assumption that land-surface loads of total nitrogen are directly proportional to number of days prior to storm during which accumulated rainfall was less than 1.0 inch was not substantiated. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7964","usgsCitation":"Ellis, S.R., and Alley, W., 1979, Quantity and quality of urban runoff from three localities in the Denver Metropolitan area, Colorado: U.S. Geological Survey Water-Resources Investigations Report 79-64, vi, 60 p. , https://doi.org/10.3133/wri7964.","productDescription":"vi, 60 p. ","costCenters":[],"links":[{"id":367669,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0064/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157693,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0064/report-thumb.jpg"}],"country":"United States","state":"Colorado","city":"Denver","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -105.556640625,\n              39.364032338047984\n            ],\n            [\n              -104.5184326171875,\n              39.364032338047984\n            ],\n            [\n              -104.5184326171875,\n              40.09908414736847\n            ],\n            [\n              -105.556640625,\n              40.09908414736847\n            ],\n            [\n              -105.556640625,\n              39.364032338047984\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64abeb","contributors":{"authors":[{"text":"Ellis, Sherman R.","contributorId":41010,"corporation":false,"usgs":true,"family":"Ellis","given":"Sherman","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197326,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alley, William M.","contributorId":93030,"corporation":false,"usgs":true,"family":"Alley","given":"William M.","affiliations":[],"preferred":false,"id":197327,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":7233,"text":"ofr79988 - 1979 - Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah","interactions":[{"subject":{"id":7233,"text":"ofr79988 - 1979 - Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah","indexId":"ofr79988","publicationYear":"1979","noYear":false,"title":"Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":3127,"text":"wsp2068 - 1981 - Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah","indexId":"wsp2068","publicationYear":"1981","noYear":false,"title":"Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah"},"id":1}],"supersededBy":{"id":3127,"text":"wsp2068 - 1981 - Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah","indexId":"wsp2068","publicationYear":"1981","noYear":false,"title":"Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah"},"lastModifiedDate":"2025-04-17T18:42:02.595363","indexId":"ofr79988","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-988","title":"Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah","docAbstract":"<p>Data obtained during a hydrologic reconnaissance in 1975-77 in the Wasatch Plateau-Book Cliffs coal area of Utah were correlated with existing long-term data. Maps were prepared showing average precipitation, average streamflow, stream temperature, ground- and surface-water quality, sediment yield, and geology. Recommendations were made for additional study and suggested approaches for continued monitoring in the coal areas.<br></p><p>During the 1931-75 water years, the minimum discharges for the five major streams that head in the area ranged from about 12,000 to 26,000 acre-feet per year, and the maximum discharges ranged from about 59,000 to 315,000 acre-feet per year. Correlations indicate that 3 years of low-flow records at stream sites in the Wasatch Plateau would allow the development of relationships with long-term sites that can be used to estimate future low-flow records within a standard error of about 20 percent.<br></p><p>Most water-quality degradation in streams occurs along the flanks of the Wasatch Plateau and Book Cliffs. In the uplands, dissolved-solids concentrations generally ranged from less than 100 to about 250 milligrams per liter, and in the lowlands the concentrations ranged from about 250 to more than 6,000 milligrams per liter.<br></p><p>In the lowland areas, the Ferron Sandstone Member of the Mancos Shale appears to have the most potential for subsurface development of water of suitable chemical quality for human consumption. Three wells in the Ferron yielded water with dissolved-solids concentrations ranging from about 650 to 1,230 milligrams per liter.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79988","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management and the U.S. Environmental Protection Agency","usgsCitation":"Waddell, K., Contratto, P., Sumsion, C.T., and Butler, J.R., 1979, Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah: U.S. Geological Survey Open-File Report 79-988, Report: 85 p. ; 15 Figures: 40.36 x 26.85 inches or smaller; 8 Tables, https://doi.org/10.3133/ofr79988.","productDescription":"Report: 85 p. ; 15 Figures: 40.36 x 26.85 inches or smaller; 8 Tables","costCenters":[],"links":[{"id":484732,"rank":25,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-20.pdf","text":"Figure 20","linkFileType":{"id":1,"text":"pdf"}},{"id":484731,"rank":24,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-19-2.pdf","text":"Figure 19-2","linkFileType":{"id":1,"text":"pdf"}},{"id":484730,"rank":23,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-19-1.pdf","text":"Figure 19-1","linkFileType":{"id":1,"text":"pdf"}},{"id":484729,"rank":22,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-18-2.pdf","text":"Figure 18-2","linkFileType":{"id":1,"text":"pdf"}},{"id":484728,"rank":21,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-18-1.pdf","text":"Figure 18-1","linkFileType":{"id":1,"text":"pdf"}},{"id":484727,"rank":20,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-16.pdf","text":"Figure 16","linkFileType":{"id":1,"text":"pdf"}},{"id":484726,"rank":19,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-15.pdf","text":"Figure 15","linkFileType":{"id":1,"text":"pdf"}},{"id":484725,"rank":18,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-13-2.pdf","text":"Figure 13-2","linkFileType":{"id":1,"text":"pdf"}},{"id":484724,"rank":17,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-13-1.pdf","text":"Figure 13-1","linkFileType":{"id":1,"text":"pdf"}},{"id":484723,"rank":16,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-11.pdf","text":"Figure 11","linkFileType":{"id":1,"text":"pdf"}},{"id":484722,"rank":15,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-8.pdf","text":"Figure 8","linkFileType":{"id":1,"text":"pdf"}},{"id":484721,"rank":14,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-6.pdf","text":"Figure 6","linkFileType":{"id":1,"text":"pdf"}},{"id":484720,"rank":13,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-3.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"}},{"id":484719,"rank":12,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-2-2.pdf","text":"Figure 2-2","linkFileType":{"id":1,"text":"pdf"}},{"id":484718,"rank":11,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1979/0988/figure-2-1.pdf","text":"Figure 2-1","linkFileType":{"id":1,"text":"pdf"}},{"id":484717,"rank":10,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1979/0988/table-9-2.pdf","text":"Table 9-2","linkFileType":{"id":1,"text":"pdf"}},{"id":484716,"rank":9,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1979/0988/table-9-1.pdf","text":"Table 9-1","linkFileType":{"id":1,"text":"pdf"}},{"id":484715,"rank":8,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1979/0988/table-8.pdf","text":"Table 8","linkFileType":{"id":1,"text":"pdf"}},{"id":484714,"rank":7,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1979/0988/table-7.pdf","text":"Table 7","linkFileType":{"id":1,"text":"pdf"}},{"id":484713,"rank":6,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1979/0988/table-6-2.pdf","text":"Table 6-2","linkFileType":{"id":1,"text":"pdf"}},{"id":484712,"rank":5,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1979/0988/table-6-1.pdf","text":"Table 6-1","linkFileType":{"id":1,"text":"pdf"}},{"id":484711,"rank":4,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1979/0988/table-5.pdf","text":"Table 5","linkFileType":{"id":1,"text":"pdf"}},{"id":484710,"rank":3,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1979/0988/table-2.pdf","text":"Table 2","linkFileType":{"id":1,"text":"pdf"}},{"id":484709,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0988/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139829,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0988/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Wasatch Plateau-Book Cliffs","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -111.21245898457167,\n              38.91116861217185\n            ],\n            [\n              -111.21245898457167,\n              38.85223901594625\n            ],\n            [\n              -111.17155403404577,\n              38.85223901594625\n            ],\n            [\n              -111.17155403404577,\n              38.91116861217185\n            ],\n            [\n              -111.21245898457167,\n              38.91116861217185\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db6054b7","contributors":{"authors":[{"text":"Waddell, K.M.","contributorId":59009,"corporation":false,"usgs":true,"family":"Waddell","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":154855,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Contratto, P.K.","contributorId":78733,"corporation":false,"usgs":true,"family":"Contratto","given":"P.K.","email":"","affiliations":[],"preferred":false,"id":154856,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sumsion, C. T.","contributorId":23129,"corporation":false,"usgs":true,"family":"Sumsion","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":154853,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Butler, John R.","contributorId":36540,"corporation":false,"usgs":true,"family":"Butler","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":154854,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":11123,"text":"ofr791476 - 1979 - Discharge characteristics of triangular-notch thin-plate weirs","interactions":[{"subject":{"id":11123,"text":"ofr791476 - 1979 - Discharge characteristics of triangular-notch thin-plate weirs","indexId":"ofr791476","publicationYear":"1979","noYear":false,"title":"Discharge characteristics of triangular-notch thin-plate weirs"},"predicate":"SUPERSEDED_BY","object":{"id":2677,"text":"wsp1617B - 1981 - Discharge characteristics of triangular-notch thin-plate weirs : studies of flow to water over weirs and dams","indexId":"wsp1617B","publicationYear":"1981","noYear":false,"chapter":"B","title":"Discharge characteristics of triangular-notch thin-plate weirs : studies of flow to water over weirs and dams"},"id":1}],"supersededBy":{"id":2677,"text":"wsp1617B - 1981 - Discharge characteristics of triangular-notch thin-plate weirs : studies of flow to water over weirs and dams","indexId":"wsp1617B","publicationYear":"1981","noYear":false,"title":"Discharge characteristics of triangular-notch thin-plate weirs : studies of flow to water over weirs and dams"},"lastModifiedDate":"2025-12-31T20:08:17.547865","indexId":"ofr791476","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1476","title":"Discharge characteristics of triangular-notch thin-plate weirs","docAbstract":"<p>The triangular-notch, thin-plate weir is a convenient, inexpensive, and relatively precise flow-measuring instrument. It is frequently used to measure the flow of water in laboratories and in small, natural streams. The purpose of this report is to present a comprehensive analysis of the discharge characteristics of triangular-notch weirs. Previously-published data are analyzed in the light of the effective-head concept, and a new discharge formula is proposed. Coefficients are recommended, and requirements for precise measurements are described. Limits of applicability are discussed. The report includes an extensive review of the literature of triangular-notch weirs.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791476","usgsCitation":"Shen, J., 1979, Discharge characteristics of triangular-notch thin-plate weirs: U.S. Geological Survey Open-File Report 79-1476, x, 57 p., https://doi.org/10.3133/ofr791476.","productDescription":"x, 57 p.","costCenters":[],"links":[{"id":143650,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1476/report-thumb.jpg"},{"id":498211,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1476/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64aa7b","contributors":{"authors":[{"text":"Shen, John","contributorId":34109,"corporation":false,"usgs":true,"family":"Shen","given":"John","email":"","affiliations":[],"preferred":false,"id":162585,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":20060,"text":"ofr79561 - 1979 - Water-resources investigations in Kansas; fiscal year 1978","interactions":[],"lastModifiedDate":"2017-09-29T08:33:15","indexId":"ofr79561","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-561","title":"Water-resources investigations in Kansas; fiscal year 1978","docAbstract":"<p>Hydrologic investigations in Kansas during fiscal year 1978 consisted of collecting and analyzing data to assess the State 's water resources, describe the framework of hydrologic systems , and provide quantity and quality of water data for optimum development and management. Surface-water studies were made to analyze long-term records of streamflow, basin and stream-channel characteristics, relations of rainfall and runoff , frequency of low flows and floods, interrelation of ground and surface water, and the effects of stream regulation on the quantity, quality, and availability of water supplies. Geohydrologic studies were made to determine the source, availability, quantity, and quality of water in the principal aquifers; evaluate long-range effects of irrigation, industrial, and municipal withdrawals; determine the potential for storage of liquid wastes; and prepare digital models for evaluating plans of aquifer development and management. Water-quality studies were made to define the physical, chemical, and biological character of surface and ground water; the origin transport, and character of solutes and sediment in streams; the areal and temporal changes in water quality; and the suitability of water for municipal, industrial and agricultural use.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79561","usgsCitation":"McGovern, H.E., and Combs, L., 1979, Water-resources investigations in Kansas; fiscal year 1978: U.S. Geological Survey Open-File Report 79-561, iv, 85 p., https://doi.org/10.3133/ofr79561.","productDescription":"iv, 85 p.","numberOfPages":"93","costCenters":[{"id":353,"text":"Kansas Water Science 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J.","contributorId":25133,"corporation":false,"usgs":true,"family":"Combs","given":"L. J.","affiliations":[],"preferred":false,"id":181986,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":18406,"text":"ofr791278 - 1979 - Water-resources investigations of the U.S. Geological Survey in Wyoming, fiscal year 1979","interactions":[],"lastModifiedDate":"2017-01-09T10:58:22","indexId":"ofr791278","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1278","title":"Water-resources investigations of the U.S. Geological Survey in Wyoming, fiscal year 1979","docAbstract":"<p>This report contains lists of surface-water stations, ground-water stations, water-quality stations, sediment stations , and peak-flow partial-record stations in Wyoming. The locations of the data-collection sites are shown on maps. Water-resources projects in Wyoming are also described, including many that are related to development of energy resources. The general locations of the projects are shown on maps. The U.S. Geological Survey is striving to coordinate its water-resources investigations with those of other agencies. This report serves as an annual progress report to cooperators and the public.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Cheyenne, WY","doi":"10.3133/ofr791278","usgsCitation":"Carlson, D., and Green, S.L., 1979, Water-resources investigations of the U.S. Geological Survey in Wyoming, fiscal year 1979: U.S. Geological Survey Open-File Report 79-1278, v, 115 p., https://doi.org/10.3133/ofr791278.","productDescription":"v, 115 p.","numberOfPages":"121","costCenters":[],"links":[{"id":47743,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1278/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151214,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1278/report-thumb.jpg"}],"country":"United States","state":"Wyoming","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4e07","contributors":{"authors":[{"text":"Carlson, D.D.","contributorId":10816,"corporation":false,"usgs":true,"family":"Carlson","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":179062,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Green, S. L.","contributorId":83525,"corporation":false,"usgs":true,"family":"Green","given":"S.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":179063,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":21352,"text":"ofr79998 - 1979 - Major and trace element data with partition coefficients for lava flows from the San Francisco volcanic field","interactions":[],"lastModifiedDate":"2024-06-03T16:47:13.599564","indexId":"ofr79998","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-998","title":"Major and trace element data with partition coefficients for lava flows from the San Francisco volcanic field","docAbstract":"<p>Major and trace element data from San Francisco Mountain (a stratovolcano), as well as major element data from representative flows of the surrounding volcanic field (figure 1), are presented in this report. Also included are conventional and normalized partition coefficients for trace elements in each of the coexisting mineral phases and mesostasis from San Francisco Mountain lavas.</p><p>The San Francisco Mountain lavas are from the upper portion of the southeast slope of Humphreys Peak which is composed of three petrographically distinct types: (1) a lower series of hornblende pyroxene andesites, (2) a middle group of hypersthene dacites, and (3) an upper series of olivine andesites. The sequence of volcanic flows was measured and analyzed for the major elements and fifteen trace elements Sc, V, Cr, Cq Ni, Cu, Zn, Ga, Sr, Y, Zr, Ba, La, Ce, and Yb) in each of the coexisting mineral phases, groundmass and bulk rock. The constituent mineral phases (not all are present in every sample) are plagioclase, hypersthene, augite, hornblende, olivine, magnetite, and ilmenite/hematite.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79998","usgsCitation":"Wenrich-Verbeek, K.J., 1979, Major and trace element data with partition coefficients for lava flows from the San Francisco volcanic field: U.S. Geological Survey Open-File Report 79-998, i, 268 p., https://doi.org/10.3133/ofr79998.","productDescription":"i, 268 p.","costCenters":[],"links":[{"id":429456,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0998/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155424,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0998/report-thumb.jpg"}],"country":"United States","state":"Arizona","city":"Flagstaff","otherGeospatial":"San Francisco volcanic field","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -112.09250118529651,\n              35.65327827769994\n            ],\n            [\n              -112.09250118529651,\n              35.18141167467013\n            ],\n            [\n              -111.29298982513484,\n              35.18141167467013\n            ],\n            [\n              -111.29298982513484,\n              35.65327827769994\n            ],\n            [\n              -112.09250118529651,\n              35.65327827769994\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64973d","contributors":{"authors":[{"text":"Wenrich-Verbeek, Karen J.","contributorId":101662,"corporation":false,"usgs":true,"family":"Wenrich-Verbeek","given":"Karen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":184271,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27006,"text":"wri7917 - 1979 - Water-quality assessment of Rattlesnake Creek watershed, Ohio","interactions":[],"lastModifiedDate":"2016-11-07T10:32:55","indexId":"wri7917","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-17","title":"Water-quality assessment of Rattlesnake Creek watershed, Ohio","docAbstract":"<p>Chemical and biological water quality in Rattlesnake Creek basin, Ohio, are evaluated. The data include field and laboratory data for eight sites during August 1976- August 1977 and summaries of earlier (1972-76) data. </p><p>Streamflow was below normal during the study period. Basin waters types were calcium bicarbonate or calcium magnesium bicarbonate. Specific conductance ranged from 405 to 1,300 micromhos per centimeter. High concentrations of sodium (110-140 milligrams per liter) , nitrogen (24 milligrams per liter as N), and phosphorus (7.8 milligrams per liter as P) were observed during low flows downstream from domestic sewage facilities. Nonpoint sources contributed high concentrations of nitrate-nitrogen to all streams during the high flows of winter and spring. </p><p>Dissolved-oxygen concentrations in the upper basin ranged from 3.2 to 18.4 milligrams per liter. Mean saturation values of dissolved oxygen were at or near 100 percent in the lower basin. Stream pH exceeded 8.4 when dissolved-oxygen saturation was above 120 percent. Bacteria and invertebrate data suggest that moderate pollution from cultural sources may exist in the upper basin. </p><p>Water quality was poorest in the sluggish flows of the upper basin but improved downstream. Increases in flow velocity and stream aeration rates, dilution, and biological activity contributed to the downstream recovery. Except for' high nitrogen concentrations, water quality was best in the lower basin.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Columbus, OH","doi":"10.3133/wri7917","usgsCitation":"Evans, K.F., and Tobin, R.L., 1979, Water-quality assessment of Rattlesnake Creek watershed, Ohio: U.S. Geological Survey Water-Resources Investigations Report 79-17, v, 28 p., https://doi.org/10.3133/wri7917.","productDescription":"v, 28 p.","numberOfPages":"37","costCenters":[{"id":513,"text":"Ohio Water Science Center","active":true,"usgs":true}],"links":[{"id":158733,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":330807,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","otherGeospatial":"Rattlesnake Creek Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.748779296875,\n              39.25565142103588\n            ],\n            [\n              -83.748779296875,\n              39.756824261131406\n            ],\n            [\n              -83.39584350585938,\n              39.756824261131406\n            ],\n            [\n              -83.39584350585938,\n              39.25565142103588\n            ],\n            [\n              -83.748779296875,\n              39.25565142103588\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6f64","contributors":{"authors":[{"text":"Evans, Kenneth F.","contributorId":53755,"corporation":false,"usgs":true,"family":"Evans","given":"Kenneth","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197399,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tobin, Robert L.","contributorId":76289,"corporation":false,"usgs":true,"family":"Tobin","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197398,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30520,"text":"wri7978 - 1979 - Sediment discharge in the Santa Clara River Basin, Ventura and Los Angeles Counties, California","interactions":[],"lastModifiedDate":"2020-11-02T17:02:02.031659","indexId":"wri7978","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-78","title":"Sediment discharge in the Santa Clara River Basin, Ventura and Los Angeles Counties, California","docAbstract":"<p><span>Sediment </span><span>data </span><span>collected </span><span>in </span><span>the </span><span>Santa </span><span>Clara </span><span>River </span><span>basin </span><span>during </span><span>the </span><span>1967-75 </span><span>water </span><span>years </span><span>were </span><span>analyzed </span><span>to </span><span>determine </span><span>the </span><span>particle </span><span>size </span><span>and </span><span>quantity </span><span>of </span><span>sediment </span><span>transported </span><span>past </span><span>three </span><span>gaging </span><span>stations. </span><span>The </span><span>total </span><span>sediment </span><span>discharge </span><span>of </span><span>the </span><span>basin, </span><span>computed </span><span>from </span><span>records </span><span>of </span><span>Santa </span><span>Clara </span><span>River </span><span>at </span><span>Montalvo </span><span>for </span><span>water </span><span>years </span><span>1968-75, </span><span>was </span><span>63 </span><span>. 5 </span><span>million </span><span>tons, </span><span>of </span><span>which </span><span>59.5 </span><span>million </span><span>tons </span><span>was </span><span>carried </span><span>in </span><span>suspension </span><span>and </span><span>an </span><span>estimated </span><span>4 </span><span>million </span><span>tons </span><span>was </span><span>transported </span><span>as </span><span>unsampled </span><span>sediment </span><span>discharge. </span><span>About </span><span>17. </span><span>7 </span><span>million </span><span>tons, </span><span>or </span><span>28 </span><span>percent </span><span>of </span><span>the </span><span>total </span><span>sediment </span><span>discharge, </span><span>was </span><span>coarse </span><span>sediment </span><span>(particles </span><span>larger </span><span>than </span><span>O. </span><span>062 </span><span>millimeter). </span></p><p><span>Most of the sediment was transported during only a few days of floodflow each year. During the 1968-75 water years, approximately 55 percent of the total sediment was transported in 2 days and 92 percent was transported in 53 days. </span></p><p><span>The </span><span>long-term </span><span>(1928-75) </span><span>average </span><span>annual </span><span>sediment </span><span>discharge </span><span>of </span><span>the </span><span>Santa </span><span>Clara </span><span>River </span><span>at </span><span>Montalvo </span><span>is </span><span>estimated </span><span>at </span><span>3.67 </span><span>million </span><span>tons. </span><span>Of </span><span>that </span><span>quantity, </span><span>2.58 </span><span>million </span><span>tons </span><span>consisted </span><span>of </span><span>fine </span><span>sediment </span><span>and </span><span>1.09 </span><span>million </span><span>tons </span><span>consisted </span><span>of </span><span>coarse </span><span>sediment. </span></p><p><span>A </span><span>sediment </span><span>budget </span><span>for </span><span>the </span><span>Santa </span><span>Clara </span><span>River </span><span>basin </span><span>was </span><span>estimated </span><span>for </span><span>sediment </span><span>discharges </span><span>under </span><span>both </span><span>natural </span><span>and </span><span>actual </span><span>conditions. </span><span>The </span><span>major </span><span>difference </span><span>between </span><span>natural </span><span>and </span><span>actual </span><span>sediment </span><span>discharges </span><span>of </span><span>the </span><span>Santa </span><span>Clara </span><span>River </span><span>basin </span><span>is </span><span>the </span><span>sediment </span><span>intercepted </span><span>upstream </span><span>from </span><span>Lake </span><span>Piru. </span><span>The </span><span>combined </span><span>trap </span><span>efficiency </span><span>of </span><span>Lake </span><span>Piru </span><span>and </span><span>Pyramid </span><span>Lake </span><span>approaches </span><span>100 </span><span>percent. </span><span>Sediment </span><span>deposited </span><span>in </span><span>these </span><span>reservoirs </span><span>resulted </span><span>in </span><span>about </span><span>a </span><span>6-percent </span><span>reduction </span><span>of </span><span>sediment </span><span>to </span><span>the </span><span>Santa </span><span>Clara </span><span>River </span><span>basin </span><span>during </span><span>the </span><span>historical </span><span>period </span><span>(1928-75) </span><span>and </span><span>a </span><span>12-percent </span><span>reduction </span><span>during </span><span>the </span><span>period </span><span>most </span><span>affected </span><span>by </span><span>dams </span><span>(1953-75). </span><span>Sediment </span><span>losses </span><span>to </span><span>the </span><span>basin </span><span>by </span><span>gravel </span><span>mining, </span><span>diversion </span><span>of </span><span>flows, </span><span>and </span><span>interception </span><span>of </span><span>sediment </span><span>in </span><span>the </span><span>Castaic </span><span>Creek </span><span>basin </span><span>resulted </span><span>in </span><span>additional </span><span>reductions </span><span>of </span><span>2 </span><span>percent </span><span>during </span><span>the </span><span>period </span><span>1928-75 </span><span>and </span><span>4 </span><span>percent </span><span>during </span><span>the </span><span>period </span><span>1953-75.</span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7978","collaboration":"Prepared in cooperation with Ventura County Flood Control District, United Water Conservation District, and California Department of Boating and Waterways","usgsCitation":"Williams, R.P., 1979, Sediment discharge in the Santa Clara River Basin, Ventura and Los Angeles Counties, California: U.S. Geological Survey Water-Resources Investigations Report 79-78, v, 51 p., https://doi.org/10.3133/wri7978.","productDescription":"v, 51 p.","costCenters":[],"links":[{"id":159680,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0078/report-thumb.jpg"},{"id":380046,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Los Angeles County, Ventura County","otherGeospatial":"Santa Clara River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.34997558593749,\n              34.18226973974575\n            ],\n            [\n              -118.15521240234376,\n              34.18226973974575\n            ],\n            [\n              -118.15521240234376,\n              34.73484137177769\n            ],\n            [\n              -119.34997558593749,\n              34.73484137177769\n            ],\n            [\n              -119.34997558593749,\n              34.18226973974575\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e486be4b07f02db50a9e6","contributors":{"authors":[{"text":"Williams, Rhea P.","contributorId":87114,"corporation":false,"usgs":true,"family":"Williams","given":"Rhea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":203391,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56826,"text":"wdrAZ781 - 1979 - Water resources data for Arizona, water year 1978","interactions":[],"lastModifiedDate":"2025-07-21T18:00:41.456457","indexId":"wdrAZ781","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"AZ-78-1","title":"Water resources data for Arizona, water year 1978","docAbstract":"<p>Water resources data for the 1978 water year for Arizona consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; water levels of observation wells; and quality of ground water. This report contains discharge records for 241 gaging stations, annual peaks for 77 crest-stage partial-record stations, and discharge measurements at 58 miscellaneous sites; contents only records for 9 lakes and reservoirs; stage and contents for 1 lake; elevations only for 2 lakes or reservoirs; gage height only for 1 lake and 1 head over a dam; 16 supplementary records, included with gaging-station records, consisting of month end or monthly stage, contents, and evaporation of lakes and reservoirs, diversions, and return flows; 2 low-flow investigations; water-quality records for 87 continuous record stations and 16 miscellaneous sites; water levels for 101 observation wells; and water-quality data for water from 189 wells. The data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating Federal and State Agencies in Arizona.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrAZ781","collaboration":"Prepared in cooperation with the State of Arizona and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1979, Water resources data for Arizona, water year 1978: U.S. Geological Survey Water Data Report AZ-78-1, xiii, 604 p., https://doi.org/10.3133/wdrAZ781.","productDescription":"xiii, 604 p.","costCenters":[],"links":[{"id":492675,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1978/az-78-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":175115,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1978/az-78-1/report-thumb.jpg"}],"country":"United 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Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532924,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27735,"text":"wri7931 - 1979 - Low-flow characteristics of Wisconsin streams at sewage-treatment plants and industrial plants","interactions":[],"lastModifiedDate":"2025-01-13T14:55:26.401681","indexId":"wri7931","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-31","title":"Low-flow characteristics of Wisconsin streams at sewage-treatment plants and industrial plants","docAbstract":"<p>Low-flow characteristics of Wisconsin streams at 397 sewage-treatment plants and 143 industrial plants in 30 river basins are presented in this report. The low-flow characteristics are the annual minimum 7-day mean flow below which the flow will fall on the average of once in 2 years (Q<sub>7,2</sub>) and the annual minimum 7-day mean flow below which the flow will fall on the average of once in 10 years (Q<sub>7, 10</sub>).</p><p>The low-flow characteristics at most sewage-treatment and industrial plants (project stations) were determined by correlating base-flow measurements at the project stations with the concurrent daily mean flow at continuous-record gaging stations in the area. The Q<sub>7, 2</sub> and Q<sub>7,10</sub> discharges determined by a frequency analysis at the continuous-record gaging stations were used to estimate the Q<sub>7,2</sub> and Q<sub>7,10</sub> at the project stations. For some project stations the low-flow characteristics also were determined by frequency analysis at nearby continuous-record gaging stations or correlation analysis at nearby low-flow partial-record stations. The Q<sub>7, 2</sub> values ranged from 0 to 3,770 ft<sup>3</sup>/s and Q<sub>7, 10</sub> values ranged from 2,790 ft<sup>3</sup>/s.</p><p>The accuracy of the estimated low-flow characteristics is evaluated according to the type and amount of data used to determine the low-flow characteristics. The accuracy determined by the standard error of estimate for the 10-year low flow (SE<sub>7, 10</sub>)) ranged from an average of 18 percent at continuous-record gaging stations to an average of h6 percent when only three base-flow measurements were available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7931","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Holmstrom, B.K., 1979, Low-flow characteristics of Wisconsin streams at sewage-treatment plants and industrial plants: U.S. Geological Survey Water-Resources Investigations Report 79-31, iv, 123 p., https://doi.org/10.3133/wri7931.","productDescription":"iv, 123 p.","numberOfPages":"129","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6489cf","contributors":{"authors":[{"text":"Holmstrom, B. K.","contributorId":90728,"corporation":false,"usgs":true,"family":"Holmstrom","given":"B.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":198612,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56800,"text":"wdrMI781 - 1979 - Water resources data for Michigan, water year 1978","interactions":[],"lastModifiedDate":"2017-08-10T15:01:34","indexId":"wdrMI781","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MI-78-1","title":"Water resources data for Michigan, water year 1978","docAbstract":"<p>Water resources data for the 1978 water year for Michigan consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water temperature of ground water. This report contains discharge records for 187 gaging stations; stage only records for 1 gaging station; stage and contents for 5 lakes and reservoirs; water quality for 65 continuous-record stations and 6 lakes; and water levels for 45 observation wells. Also included are 93 crest-stage partial-record stations and 18 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data-collection program, and are published as miscella- neous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Michigan.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMI781","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1979, Water resources data for Michigan, water year 1978: U.S. Geological Survey Water Data Report MI-78-1, x, 451 p., https://doi.org/10.3133/wdrMI781.","productDescription":"x, 451 p.","numberOfPages":"464","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":344740,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1978/mi-78-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174740,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1978/mi-78-1/report-thumb.jpg"}],"country":"United 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,{"id":58404,"text":"mf880D - 1979 - Geologic interpretation of aeromagnetic map of the Seward and Blying Sound quadrangles, Alaska","interactions":[],"lastModifiedDate":"2023-05-23T21:19:22.748008","indexId":"mf880D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"880","chapter":"D","title":"Geologic interpretation of aeromagnetic map of the Seward and Blying Sound quadrangles, Alaska","docAbstract":"<p>An aeromagnetic survey of the Seward and northern part of the Blying Sound quadrangles was flown by Geometrics, Inc., during 1975-77 to provide magnetic data to aid in an appraisal of the mineral resources. Background details of the regional geology and major structures are described in a companion report by Tysdal and Case (1979), and interpretation of the gravity data are described in a report by Case and others (1979). Preliminary reports of a paleomagnetic investigation have been reported by Hillhouse and Gromme (1977), and a more complete analysis of the results is in preparation. The aeromagnetic survey was flown at a nominal height of 300 m above the surface and flight lines were spaced about 1.7 km apart. Total magnetic field was measured by a proton-precession magnetometer. The International Geomagnetic Reference Field (IGRF), updated to 1976, was removed, and the residual values were computer-contoured to produce the aeromagnetic map (sheet 1). Detailed aeromagnetic maps at scale 1:63,360 and a map at scale 1:250,000 have been released as Open File Reports 78-1080 through 1083 (U.S. Geological Survey, 1978).&nbsp;</p><p>Magnetic anomalies in the Seward-Blying Sound region are somewhat less complex than in other parts of south-central Alaska, primarily because of the huge volume of relatively nonmagnetic flysch that constitutes the Valdez and Orca Groups. Several rather isolated groups of mafic-ultramafic rocks are significantly more magnetic than the flysch assemblages, and cause distinctive patterns of magnetic anomalies. A few of the granitic plutons are magnetic, but most appear to have little or no magnetic expression.&nbsp;</p><p><br data-mce-bogus=\"1\"></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf880D","usgsCitation":"Case, J.E., Tysdal, R.G., Hillhouse, J.W., and Grommé, C., 1979, Geologic interpretation of aeromagnetic map of the Seward and Blying Sound quadrangles, Alaska: U.S. Geological Survey Miscellaneous Field Studies Map 880, 2 Plates: 33.37 x 38.61 inches and 58.63 x 44.21 inches, https://doi.org/10.3133/mf880D.","productDescription":"2 Plates: 33.37 x 38.61 inches and 58.63 x 44.21 inches","costCenters":[],"links":[{"id":417374,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0880-D/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":417373,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0880-D/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":183900,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/0880-D/report-thumb.jpg"}],"scale":"250000","country":"United States","state":"Alaska","otherGeospatial":"Blying Sound Quadrangle, Seward Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -150,60 ], [ -150,61 ], [ -147,61 ], [ -147,60 ], [ -150,60 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5508","contributors":{"authors":[{"text":"Case, J. E.","contributorId":56625,"corporation":false,"usgs":true,"family":"Case","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":259053,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tysdal, R. G.","contributorId":8823,"corporation":false,"usgs":true,"family":"Tysdal","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":259051,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hillhouse, John W.","contributorId":29475,"corporation":false,"usgs":true,"family":"Hillhouse","given":"John","middleInitial":"W.","affiliations":[],"preferred":false,"id":259052,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Grommé, C. S.","contributorId":38558,"corporation":false,"usgs":true,"family":"Grommé","given":"C. S.","affiliations":[],"preferred":false,"id":873525,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26742,"text":"wri7987 - 1979 - Water quality of the French Broad River, North Carolina : An analysis of data collected at Marshall, 1958-77","interactions":[],"lastModifiedDate":"2017-01-24T08:26:50","indexId":"wri7987","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-87","title":"Water quality of the French Broad River, North Carolina : An analysis of data collected at Marshall, 1958-77","docAbstract":"<p>An investigation of water quality in the industrialized French Broad River basin of western North Carolina has identified water-quality variations, the extent of man's influence on water quality, and trends in changes in the chemical quality of the river. The study centered on data collected during 1958-77 at the U.S. Geological Survey's station at Marshall, N.C. </p><p>The French Broad is a clean river. Only occasionally have concentrations of some trace metals been observed to exceed drinking water standards. However, 58 percent of samples analyzed for fecal coliform bacteria during 1974-77 exceeded criteria levels for bathing waters. </p><p>Most water-quality variations are associated with variations in streamflow. Concentrations of constituents transported in solution generally decrease at higher flows, whereas concentrations of materials associated with suspended sediment increase with flow. No correlation between discharge and nutrient concentrations has been observed. </p><p>Man's activities in the basin have resulted in deterioration of water quality. In 1958, an estimated 64 percent of the inorganic dissolved-solids load in the river at Marshall was due to man-made pollution, and by 1966, it was 74 percent. As of 1977, water quality had returned to levels of 1958, apparently the result of new waste-water treatment facilities and improved industrial technology.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Raleigh, NC","doi":"10.3133/wri7987","collaboration":"Prepared in cooperation with the North Carolina Department of Natural Resources and Community Development","usgsCitation":"Daniel, C.C., Wilder, H., and Weiner, M.S., 1979, Water quality of the French Broad River, North Carolina : An analysis of data collected at Marshall, 1958-77: U.S. Geological Survey Water-Resources Investigations Report 79-87, vi, 53 p., https://doi.org/10.3133/wri7987.","productDescription":"vi, 53 p.","numberOfPages":"62","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158542,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7987.jpg"},{"id":329055,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0087/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","city":"Marshall","otherGeospatial":"French Broad River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.97698974609375,\n              35.07271701786369\n            ],\n            [\n              -82.97698974609375,\n              36.01356058518153\n            ],\n            [\n              -82.276611328125,\n              36.01356058518153\n            ],\n            [\n              -82.276611328125,\n              35.07271701786369\n            ],\n            [\n              -82.97698974609375,\n              35.07271701786369\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f98e9","contributors":{"authors":[{"text":"Daniel, C. C. III","contributorId":71953,"corporation":false,"usgs":true,"family":"Daniel","given":"C.","suffix":"III","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196922,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilder, H.B.","contributorId":71246,"corporation":false,"usgs":true,"family":"Wilder","given":"H.B.","email":"","affiliations":[],"preferred":false,"id":196921,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Weiner, M. S.","contributorId":55806,"corporation":false,"usgs":true,"family":"Weiner","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":196920,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":9938,"text":"ofr79203 - 1979 - Hydrologic data, 1974-77, Stovepipe Wells Hotel area, Death Valley National Monument, Inyo County, California","interactions":[],"lastModifiedDate":"2025-12-29T15:10:38.975673","indexId":"ofr79203","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-203","title":"Hydrologic data, 1974-77, Stovepipe Wells Hotel area, Death Valley National Monument, Inyo County, California","docAbstract":"<p>Ground-water levels in most wells did not change significantly from 1974 to 1977 in the Stovepipe Wells Hotel area. The average water-level decline was less than 0.10 foot between August 1974 and August 1977 in 10 observation wells. Water-level contours show a depression centered on the two pumping wells, but this depression existed before the National Park Service started pumping its well.</p><p>The chemical quality of the ground water is poor. Dissolved-solids concentrations in water samples ranged from 2,730 to 6,490 milligrams per liter. Analyses of water samples from two wells showed large changes in some constituents from 1976 to 1977. Water-quality monitoring will continue at these sites to verify the changes.</p><p>Streamflow in Salt Creek has been monitored since February 1974. Base flow is seasonal, being 0.10 to 0.20 cubic foot per second during the summer and as much as three times that amount during the winter. Two chemical analyses of water from Salt Creek, representing summer and winter flow conditions, show large differences for many constituents.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79203","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Lamb, C.E., and Downing, D., 1979, Hydrologic data, 1974-77, Stovepipe Wells Hotel area, Death Valley National Monument, Inyo County, California: U.S. Geological Survey Open-File Report 79-203, iv, 19 p., https://doi.org/10.3133/ofr79203.","productDescription":"iv, 19 p.","costCenters":[],"links":[{"id":498096,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0203/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143191,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0203/report-thumb.jpg"}],"country":"United States","state":"California","county":"Inyo County","otherGeospatial":"Death Valley National 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,{"id":19497,"text":"ofr791294 - 1979 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1977","interactions":[],"lastModifiedDate":"2026-01-07T15:13:31.112772","indexId":"ofr791294","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1294","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1977","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, Dallas and Dallas County, Fort Worth, Houston, and San Antonio.</p><p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban hydrology study are as follows:1. To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume; 2. To determine the effect of urban development on flood peaks and volume; 3. To ascertain the variation in water quality for different flow conditions and different seasons.</p><p>This report, the fourteenth in a series of reports to be published annually, is primarily applicable to objective 2. The report presents the basic hydrologic data collection in the Houston urban area for the1977 water year (October 1976 to September 1977).</p><p>A previous report by Johnson and Sayre (April 1973) utilized records collected from 1965 to 1969 to make a study of the effects of urbanization on floods in the Houston area. The report also summarizes various basin parameters.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791294","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Hutchison, J.S., 1979, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1977: U.S. Geological Survey Open-File Report 79-1294, 166 p., https://doi.org/10.3133/ofr791294.","productDescription":"166 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":152755,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1294/report-thumb.jpg"},{"id":498377,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1294/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": 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,{"id":68505,"text":"ha597 - 1979 - Backwater at bridges and densely wooded flood plains, Thompson Creek near Clara, Mississippi","interactions":[],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ha597","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"597","title":"Backwater at bridges and densely wooded flood plains, Thompson Creek near Clara, Mississippi","docAbstract":"Floodflow data that will provide a base for evaluating digital models relating to open-channel flow were obtained at 22 sites on streams in Alabama, Louisiana, and Mississippi. Thirty-five floods were measured. Analysis of the data indicated methods currently in use would be inaccurate where densely vegetated flood plains are crossed by highway embankments and single-opening bridges. This atlas presents flood information at the site on Thompson Creek near Clara, MS: Water depths, velocities, and discharges through bridge openings on Thompson Creek near Clara, MS, for flood of March 3, 1971, are shown, together with peak water-surface elevations along embankments and along cross sections. Manning 's roughness coefficient values in different parts of the flood plain are shown on maps, and flood-frequency relations are shown on a graph. (USGS).","language":"ENGLISH","doi":"10.3133/ha597","usgsCitation":"Colson, B., Ming, C.O., and Arcement, G.J., 1979, Backwater at bridges and densely wooded flood plains, Thompson Creek near Clara, Mississippi: U.S. Geological Survey Hydrologic Atlas 597, 2 maps :col. ;on 2 sheets 70 x 108 cm. and 49 x 104 cm., https://doi.org/10.3133/ha597.","productDescription":"2 maps :col. ;on 2 sheets 70 x 108 cm. and 49 x 104 cm.","costCenters":[],"links":[{"id":186065,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90080,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/597/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90081,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/597/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90082,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/597/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.86749999999999,31.534166666666668 ], [ -88.86749999999999,31.583333333333332 ], [ -85.85083333333333,31.583333333333332 ], [ -85.85083333333333,31.534166666666668 ], [ -88.86749999999999,31.534166666666668 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679e4c","contributors":{"authors":[{"text":"Colson, B.E.","contributorId":71546,"corporation":false,"usgs":true,"family":"Colson","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":278347,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ming, C. O.","contributorId":9266,"corporation":false,"usgs":true,"family":"Ming","given":"C.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":278346,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Arcement, George J. garcemen@usgs.gov","contributorId":3101,"corporation":false,"usgs":true,"family":"Arcement","given":"George","email":"garcemen@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":278345,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":11676,"text":"ofr791335 - 1979 - Sediment discharge and channel change in the North Fork Teton River, 1977-78, Fremont and Madison counties, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:06:39","indexId":"ofr791335","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1335","title":"Sediment discharge and channel change in the North Fork Teton River, 1977-78, Fremont and Madison counties, Idaho","docAbstract":"The Teton Dam failure flood of June 5, 1976, severely disrupted the geomorphic character of North Fork Teton River in Idaho. Extensive channel restoration was required to contain expected normal spring flows. Six principal sites were established on the 17-mile reach of the river to study sediment transport and channel change during 1977-78. During April 1 to September 30, 1977, total water discharge at Teton Island bridge was 97,530 acre-feet; 4,360 tons of total sediment were transported. Total water discharge, April 1 to September 30, 1978, was 191,940 acre-feet; 10,680 tons of total sediment were transported. Analyses of data indicated several trends of erosion and deposition. Minimal channel change in the upper 7 miles of the river indicated equilibrium may temporarily exist between hydraulic-flow properties and channel shape. Streambed profiles indicated little change in streambed elevations. Erosional tonnage at mid-study reaches was 4,260 tons. One-half mile downstream, an increase of 4,150 tons of suspended and 1,050 tons of bedload sediment probably was partly derived from upstream bank erosion. An estimated 5,870 tons was deposited within the next subreach downstream. Virtually the entire bedload was redeposited before the last subreach, 4.4 miles downstream measured bedload was 91 tons. Suspended-sediment discharge transported past the last site was 16,470 tons. Lateral erosion and deposition in the lower 10 miles of the river indicate that subreaches now shortened by manmade channel alinements may begin to meander. Future deposition of coarse material at upstream gravel and concrete impoundments may trigger instability in the entire river. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791335","usgsCitation":"Williams, R.P., 1979, Sediment discharge and channel change in the North Fork Teton River, 1977-78, Fremont and Madison counties, Idaho: U.S. Geological Survey Open-File Report 79-1335, iii, 84 p., 3 over-size sheets :graphs, maps ;27 cm., https://doi.org/10.3133/ofr791335.","productDescription":"iii, 84 p., 3 over-size sheets :graphs, maps ;27 cm.","costCenters":[],"links":[{"id":145577,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1335/report-thumb.jpg"},{"id":39546,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1335/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39547,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1335/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39548,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1335/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39549,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1335/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc080","contributors":{"authors":[{"text":"Williams, Rhea P.","contributorId":87114,"corporation":false,"usgs":true,"family":"Williams","given":"Rhea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":163555,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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