{"pageNumber":"1559","pageRowStart":"38950","pageSize":"25","recordCount":46670,"records":[{"id":26378,"text":"wri854176 - 1985 - Hydrologic factors affecting lake-level fluctuations in Big Marine Lake, Washington County, Minnesota","interactions":[],"lastModifiedDate":"2022-02-22T19:17:08.589151","indexId":"wri854176","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4176","title":"Hydrologic factors affecting lake-level fluctuations in Big Marine Lake, Washington County, Minnesota","docAbstract":"<p>A study by the U.S. Geological Survey from 1981 through 1984, in cooperation with the Carnelian-Marine Watershed District and the Minnesota Department of Natural Resources, investigated the causes of large lake-level fluctuations at Big Marine Lake. Historic records document that Big Marine Lake has changed substantially in surface area during the period 1847 through 1983; the maximum lake-surface area was 2,300 acres in 1847, and the minimum lake-surface area was 890 acres in 1938. A change in lake level of about 11 feet caused these changes in surface area. Serious flooding of lake-shore properties has occurred in recent years because residential development commonly took place during periods of relatively low-lake level during the 1950's and 1960's.</p>\n<p>Evaporation from the lake was estimated to be approximately equal to incident precipitation on the lake surface on an annual basis. Big Marine Lake does not have a surface-water inlet, and the outlet from the lake is at an elevation well above the stage at which lake-shore property is flooded. Hydrogeologic and geochemical data collected during the study show that (1) fluctuation of water levels at Big Marine Lake is controlled primarily by ground-water discharge to and seepage from the lake, (2) water in the drift aquifer and water in the lake are chemically similar, and (3) changes in the potentiometric surface of the bedrock aquifer have minor effects on changes in lake level.</p>\n<p>Long-term trends in cumulative departure from mean annual precipitation suggest that recharge to the drift aquifer in the area has been increasing since the 1940's. The increase in precipitation and recharge corresponds to the observed rise in lake level since 1965 when regular lake-level measurements began. Fluctuations in lake level in the future will depend on changes in recharge to the drift and bedrock aquifers, which is directly related to changes in long-term precipitation patterns.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri854176","collaboration":"Prepared in cooperation with the Carnelian-Marine Watershed District and the Minnesota Department of Natural Resources","usgsCitation":"Brown, R.G., 1985, Hydrologic factors affecting lake-level fluctuations in Big Marine Lake, Washington County, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 85-4176, iv, 23 p., https://doi.org/10.3133/wri854176.","productDescription":"iv, 23 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":55170,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4176/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124091,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4176/report-thumb.jpg"},{"id":396263,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36330.htm"}],"country":"United States","state":"Minnesota","county":"Washington County","otherGeospatial":"Big Marine Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.92,\n              45.27\n            ],\n            [\n              -93.92,\n              45.125\n            ],\n            [\n              -93.75,\n              45.125\n            ],\n            [\n              -93.75,\n              45.27\n            ],\n            [\n              -93.92,\n              45.27\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606b42","contributors":{"authors":[{"text":"Brown, R. G.","contributorId":106118,"corporation":false,"usgs":true,"family":"Brown","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196283,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30295,"text":"wri844355 - 1985 - A gazetteer of surface-mine lakes, Eastern Interior Coal Province, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri844355","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4355","title":"A gazetteer of surface-mine lakes, Eastern Interior Coal Province, Illinois","docAbstract":"Hundreds of lakes have been formed as a result of surface mining in Area 35 of the Eastern Interior Coal Province in Illinois. This gazetteer contains physical and chemical data from 107 surface-mine lakes sampled from June through August 1983. Information collected includes location, morphology, and vertical profile measurements of water quality of the lakes. Sampled lakes range in size from 8.8 to 210 acres, and are from 4.0 to 92.0 feet deep. Maximum widths range from 0.03 to 0.35 mile, and maximum lengths range from 0.27 to 3.08 miles. Some lake waters were stratified, whereas others were completely mixed. General water quality differed widely among the lakes. Specific conductances ranged from 130 to 7,800 micromhos per centimeter (at 25 degrees Celsius). Specific conductances of 2 ,000 to 5,000 micromhos per centimeter were most prevalent. The pH values ranged from 1.8 to 9.6 at the surface, whereas bottom measurements ranged from 2.0 to 8.5. Water temperatures near the surface ranged from 22.5 degrees Celsius in June to 34.5 degrees Celsius in August. Dissolved-oxygen concentrations differed greatly among the lakes; concentrations near the surface ranged from 6.0 to 13.2 milligrams per liter. Transparencies ranged from 0.3 to 35.4 feet. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844355","usgsCitation":"Voelker, D.C., 1985, A gazetteer of surface-mine lakes, Eastern Interior Coal Province, Illinois: U.S. Geological Survey Water-Resources Investigations Report 84-4355, iv, 81 p. :maps ;29 x 44 cm., https://doi.org/10.3133/wri844355.","productDescription":"iv, 81 p. :maps ;29 x 44 cm.","costCenters":[],"links":[{"id":123636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4355/report-thumb.jpg"},{"id":59084,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4355/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae6b6","contributors":{"authors":[{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203007,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27432,"text":"wri854182 - 1985 - Simulated effects of projected pumping on the availability of freshwater in the Evangeline Aquifer in an area southwest of Corpus Christi, Texas","interactions":[],"lastModifiedDate":"2016-08-10T14:55:58","indexId":"wri854182","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4182","title":"Simulated effects of projected pumping on the availability of freshwater in the Evangeline Aquifer in an area southwest of Corpus Christi, Texas","docAbstract":"<p>This study is an investigation of the continued availability of freshwater in the Evangeline aquifer along the Texas Gulf Coast and the potential for degradation of the water quality by salinewater intrusion. Recharge to the aquifer occurs by the infiltration of precipitation in the outcrop area and by cross-formational flow from deeper aquifers. The predevelopment recharge rate is about 6 to 8 cubic feet per second. The predevelopment flow is toward the coast. The flow is semiconfined in the outcrop area and confined underneath the Chicot aquifer in the eastern two-thirds of the study area. Discharge, under natural conditions, is upward into the Chicot aquifer and to the Nueces River or Gulf of Mexico. Intensive pumping by irrigators, industries, and municipalities over the last 80 years has created a cone of depression as deep as 219 feet below sea level under the city of Kingsville in Kleberg County. The total rate of pumpage in 1982 was 29.6 cubic feet per second.</p>\n<p>A mathematical model of the flow and water quality in the Evangel ine aquifer was developed using available data to simulate the historical effect of pumping on the potentiometric surface and water quality, and to simulate the effect of projected pumping on the potentiometric surface and water quality to the year 2020. The water quality in the aquifer is only marginally suitable for drinking water. The chloride concentration before development in the 1930's and 1940's, ranged from 9 to 1,971 milligrams per liter. The mean chloride concentration was 353 (standard deviation 262) milligrams per liter. The potential sources of water-quality degradation on a regional scale are: Salinewater intrusion from under the Gulf of Mexico; movement of poor quality water within outlying sections of the aquifer; and downward leakage from the overlying Chicot aquifer. Leakage from the Chicot is the most likely to cause serious regional water-quality degradation. Other local potential sources of contamination are: Leaky well casings, oil-field brine disposal, water movement along faults, and in-situ uranium mining. These sources might create some local water-quality degradation. The results of the historical period simulation indicate, as do current field data, that little or no significant deterioration has occurred in the water quality of the Evangeline aquifer.</p>\n<p>The simulations and the sensitivity tests of the aquifer properties, conditions, and assumptions indicate that vertical conductivity of the Chicot aquifer is the most sensitive and least well known part of the system. The storage coefficient of the Evangeline aquifer and the aggregate thickness of high-conductivity sand layers within the aquifer as well as the vertical distribution of these layers are also important properties that are not well known.</p>\n<p>Two simulations of the projected pumping a low estimate, as much as 46.2 cubic feet per second during 2011-20; and a high estimate, as much as 60.0 cubic feet per second during the same period indicate that no further regional water-quality deterioration is likely to occur. Many important properties and conditions are estimated from poor or insufficient field data, and possible ranges of these properties and conditions are tested. In spite of the errors and data deficiencies, the results are based on the best estimates currently available. The reliability of the conclusions rests on the adequacy of the data and the demonstrated sensitivity of the model results to errors in estimates of these properties.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri854182","usgsCitation":"Groschen, G.E., 1985, Simulated effects of projected pumping on the availability of freshwater in the Evangeline Aquifer in an area southwest of Corpus Christi, Texas: U.S. Geological Survey Water-Resources Investigations Report 85-4182, Report: vi, 103 p.; 2 Plates: 14.88 x 11.13 inches and 23.72 x 13.99 inches, https://doi.org/10.3133/wri854182.","productDescription":"Report: vi, 103 p.; 2 Plates: 14.88 x 11.13 inches and 23.72 x 13.99 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":56293,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4182/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158510,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4182/report-thumb.jpg"},{"id":56294,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4182/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56295,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4182/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"Corpus Christi","otherGeospatial":"Evangeline Aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.41278076171875,\n              26.917171977972313\n            ],\n            [\n              -98.41278076171875,\n              27.928900753321876\n            ],\n            [\n              -97.19879150390625,\n              27.928900753321876\n            ],\n            [\n              -97.20428466796875,\n              26.909824671240692\n            ],\n            [\n              -98.41278076171875,\n              26.917171977972313\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f35b6","contributors":{"authors":[{"text":"Groschen, George E.","contributorId":99132,"corporation":false,"usgs":true,"family":"Groschen","given":"George","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198109,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26674,"text":"wri844138 - 1985 - Benthic invertebrates in selected streams of the Piceance Creek basin, northwestern Colorado, water years 1977-81","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri844138","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4138","title":"Benthic invertebrates in selected streams of the Piceance Creek basin, northwestern Colorado, water years 1977-81","docAbstract":"Data from the periodic collection of benthic invertebrates at six streamflow stations in the basin during water years 1977-81 are presented and summarized. A total of 162 genera from 8 insect orders and 8 non-insect orders were documented. Numbers of organisms per sample ranged from 0 to 3,700. Counts generally were greater during low streamflow. Diptera (two-winged flies) were the most numerous organisms and the percent composition of Diptera increased downstream. Organisms associated with both unpolluted and polluted streams were collected. The assignment of taxa into trophic groups placed most taxa into the burrowers-sprawlers-clingers (habits) groups and primary and secondary consumer (food-web) groups. General community structure, however, remained balanced and stable. Mean diversity indices ranged from 2.21 to 2.82 and similarity indices indicate better than 50% consistency of composition. Mean diversity indices were greatest in the middle part of the Piceance Creek basin. The distribution of benthic invertebrates collected indicated that no deleterious water quality conditions existed during the study period. Differences in benthos communities within and between sites are attributed to differences in water discharge, water temperature, substrate, and chemical quality of water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844138","usgsCitation":"Covay, K., Stranathan, H., and Tobin, R., 1985, Benthic invertebrates in selected streams of the Piceance Creek basin, northwestern Colorado, water years 1977-81: U.S. Geological Survey Water-Resources Investigations Report 84-4138, iv, 99 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844138.","productDescription":"iv, 99 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123683,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4138/report-thumb.jpg"},{"id":55539,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4138/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b46f","contributors":{"authors":[{"text":"Covay, K.J.","contributorId":44948,"corporation":false,"usgs":true,"family":"Covay","given":"K.J.","affiliations":[],"preferred":false,"id":196810,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stranathan, H.E.","contributorId":96698,"corporation":false,"usgs":true,"family":"Stranathan","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":196811,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tobin, R.L.","contributorId":34143,"corporation":false,"usgs":true,"family":"Tobin","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":196809,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29303,"text":"wri844223 - 1985 - Trap efficiency of a sediment-control pond below a block-cut coal mine in Fayette County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-20T08:17:43","indexId":"wri844223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4223","title":"Trap efficiency of a sediment-control pond below a block-cut coal mine in Fayette County, Pennsylvania","docAbstract":"The U. S. Geological Survey determined the efficiency of a pond constructed to control sediment from a surface coal mine site by measuring runoff and sediment loads at the inlet to and discharge from the pond during storms. The pond is below a 17.9-acre block-cut coal mine in Fayette County, Pennsylvania and has a permanent pool capacity of 60,000 cu ft. The capacity at the principal spillway and the emergency spillway are 128,900 and 175,500 cu ft, respectively. The pond is equipped with a 3-inch flow control valve, used by the mine operator to regulate the pond stage between the permanent pool and the principal spillway. Data were collected during five moderate storms when the 3-inch control valve was intentionally opened. The ration between the quantity of water in the pond at the start of the storm and the quantity to runoff to the pond was calculated for each storm. The ratios were 3.6, 2.5, 8.6, 2.9, and 1.5 for the five storms. The measured trap efficiencies were 98.1, 92.8, 99.6, 99.1, and 98.2%, for the five storms. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844223","usgsCitation":"Reed, L., DiLissio, L., and Stump, D., 1985, Trap efficiency of a sediment-control pond below a block-cut coal mine in Fayette County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 84-4223, iv, 16 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844223.","productDescription":"iv, 16 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":58151,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4223/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159379,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4223/report-thumb.jpg"}],"country":"United 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L.A.","contributorId":14454,"corporation":false,"usgs":true,"family":"Reed","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":201310,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"DiLissio, L.E.","contributorId":52224,"corporation":false,"usgs":true,"family":"DiLissio","given":"L.E.","email":"","affiliations":[],"preferred":false,"id":201312,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stump, D.E.","contributorId":38194,"corporation":false,"usgs":true,"family":"Stump","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":201311,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27878,"text":"wri854004 - 1985 - Determination of roughness coefficients for streams in Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri854004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4004","title":"Determination of roughness coefficients for streams in Colorado","docAbstract":"Most hydraulic calculations of flow in channels and overbank areas require an evaluation of flow resistance, generally expressed as Manning 's roughness coefficient. The degree of roughness depends on many factors. The report summarizes and relates several methods of estimating roughness and presents additional channel-roughness verification data on higher-gradient streams with slopes greater than 0.002. A procedure is outlined that enables the user to systematically evaluate the factors affecting natural, agricultural, and urban channel and overbank roughness. Two prediction equations are presented to aid in the calculation of coefficients for natural stable channels in which roughness changes dramatically with depth of flow. Roughness coefficients can be determined from low-to-high flow conditions as long as the channel remains fairly stable, sediment concentrations are not so great as to result in mudflows or debris flows, and stream slopes are less than 0.05. Because of extreme turbulence, large energy losses, and hence large roughness coefficients, flow in high-gradient, cobble- and boulder-bed mountain streams generally is subcritical. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854004","usgsCitation":"Jarrett, R., 1985, Determination of roughness coefficients for streams in Colorado: U.S. Geological Survey Water-Resources Investigations Report 85-4004, vi, 54 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854004.","productDescription":"vi, 54 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119962,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4004/report-thumb.jpg"},{"id":56701,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4004/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667593","contributors":{"authors":[{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":198833,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26157,"text":"wri854217 - 1985 - Analyses of flood-flow frequency for selected gaging stations in South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri854217","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4217","title":"Analyses of flood-flow frequency for selected gaging stations in South Dakota","docAbstract":"Analyses of flood flow frequency were made for 111 continuous-record gaging stations in South Dakota with 10 or more years of record. The analyses were developed using the log-Pearson Type III procedure recommended by the U.S. Water Resources Council. The procedure characterizes flood occurrence at a single site as a sequence of annual peak flows. The magnitudes of the annual peak flows are assumed to be independent random variables following a log-Pearson Type III probability distribution, which defines the probability that any single annual peak flow will exceed a specified discharge. By considering only annual peak flows, the flood-frequency analysis becomes the estimation of the log-Pearson annual-probability curve using the record of annual peak flows at the site. The recorded data are divided into two classes: systematic and historic. The systematic record includes all annual peak flows determined in the process of conducting a systematic gaging program at a site. In this program, the annual peak flow is determined for each and every year of the program. The systematic record is intended to constitute an unbiased and representative sample of the population of all possible annual peak flows at the site. In contrast to the systematic record, the historic record consists of annual peak flows that would not have been determined except for evidence indicating their unusual magnitude. Flood information acquired from historical sources almost invariably refers to floods of noteworthy, and hence extraordinary, size. Although historic records form a biased and unrepresentative sample, they can be used to supplement the systematic record. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854217","usgsCitation":"Benson, R., Hoffman, E., and Wipf, V., 1985, Analyses of flood-flow frequency for selected gaging stations in South Dakota: U.S. Geological Survey Water-Resources Investigations Report 85-4217, vii, 202 p. :map ;28 cm., https://doi.org/10.3133/wri854217.","productDescription":"vii, 202 p. :map ;28 cm.","costCenters":[],"links":[{"id":119101,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4217/report-thumb.jpg"},{"id":54951,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4217/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad1e4b07f02db680da8","contributors":{"authors":[{"text":"Benson, R.D.","contributorId":23955,"corporation":false,"usgs":true,"family":"Benson","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":195915,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoffman, E.B.","contributorId":47379,"corporation":false,"usgs":true,"family":"Hoffman","given":"E.B.","email":"","affiliations":[],"preferred":false,"id":195917,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wipf, V.J.","contributorId":26725,"corporation":false,"usgs":true,"family":"Wipf","given":"V.J.","email":"","affiliations":[],"preferred":false,"id":195916,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27397,"text":"wri854056 - 1985 - Geohydrology and ground-water flow at Verona Well Field, Battle Creek, Michigan","interactions":[],"lastModifiedDate":"2016-09-29T14:31:14","indexId":"wri854056","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4056","title":"Geohydrology and ground-water flow at Verona Well Field, Battle Creek, Michigan","docAbstract":"<p>The city of Battle Creek has 30 wells in the Verona well field capable of yielding 300 to 1,000 gallons per minute each. During summer, total withdrawals are as little as 6,000 gallons per minute. In early 1984, only 9 to 12 of the wells were being used; the remaining wells were contaminated by volatile hydrocarbons.</p><p>Ground water at and near Verona well field generally flows toward Battle Creek River except where directions are altered by pumping. &nbsp;During summer, especially during periods when withdrawals are as much as 12,000 gallons per minute, a large cone of depression develops and water is drawn to the well field from several thousand feet away. &nbsp;During winter, when withdrawals are as little as 6,000 gallons per minute, the cone is smaller.</p><p>Ground-water flow is in three aquifers--a sand and gravel aquifer in deposits of Pleistocene age that overlies upper and lower sandstone aquifers of the Marshall Formation of Mississippian age. Model-simulated data that best matched measured data indicate horizontal hydraulic conductivities ranging from 15 to 110 feet per day for the sand and gravel aquifer, 150 feet per day for the upper sandstone aquifer, and 550 feet per day for the lower sandstone aquifer. &nbsp;Recharge was simulated at rates ranging from 8 to 13 inches per year.</p><p>Model simulations to evaluate the feasibility of installing new supply wells immediately north of the present field indicate that pumping 3,750 gallons per minute from new wells at the site would produce about 7 feet of drawdown in the lower sandstone aquifer in the vicinity of the new wells. Because the new wells tap only the lower sandstone aquifer, the pumping would have little effect on the potentiometric surfaces for the two overlying aquifers.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri854056","collaboration":"Prepared in cooperation with the City of Battle Creek, Michigan","usgsCitation":"Grannemann, N., and Twenter, F.R., 1985, Geohydrology and ground-water flow at Verona Well Field, Battle Creek, Michigan: U.S. Geological Survey Water-Resources Investigations Report 85-4056, vi, 54 p., https://doi.org/10.3133/wri854056.","productDescription":"vi, 54 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":158803,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri854056.jpg"},{"id":318880,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Michigan","city":"Battle Creek","otherGeospatial":"Verona Well Field","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -85.374755859375,\n              42.19291648699529\n            ],\n            [\n              -85.374755859375,\n              42.386951440524854\n            ],\n            [\n              -84.990234375,\n              42.386951440524854\n            ],\n            [\n              -84.990234375,\n              42.19291648699529\n            ],\n            [\n              -85.374755859375,\n              42.19291648699529\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aefe4b07f02db691691","contributors":{"authors":[{"text":"Grannemann, N.G.","contributorId":11221,"corporation":false,"usgs":true,"family":"Grannemann","given":"N.G.","affiliations":[],"preferred":false,"id":198046,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Twenter, F. R.","contributorId":81080,"corporation":false,"usgs":true,"family":"Twenter","given":"F.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198047,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26354,"text":"wri854313 - 1985 - Interlaboratory comparability, bias, and precision for four laboratories measuring constituents in precipitation, November 1982-August 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri854313","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4313","title":"Interlaboratory comparability, bias, and precision for four laboratories measuring constituents in precipitation, November 1982-August 1983","docAbstract":"Four laboratories were evaluated in their analysis of identical natural and simulated precipitation water samples. Interlaboratory comparability was evaluated using analysis of variance coupled with Duncan 's multiple range test, and linear-regression models describing the relations between individual laboratory analytical results for natural precipitation samples. Results of the statistical analyses indicate that certain pairs of laboratories produce different results when analyzing identical samples. Analyte bias for each laboratory was examined using analysis of variance coupled with Duncan 's multiple range test on data produced by the laboratories from the analysis of identical simulated precipitation samples. Bias for a given analyte produced by a single laboratory has been indicated when the laboratory mean for that analyte is shown to be significantly different from the mean for the most-probable analyte concentrations in the simulated precipitation samples. Ion-chromatographic methods for the determination of chloride, nitrate, and sulfate have been compared with the colorimetric methods that were also in use during the study period. Comparisons were made using analysis of variance coupled with Duncan 's multiple range test for means produced by the two methods. Analyte precision for each laboratory has been estimated by calculating a pooled variance for each analyte. Analyte estimated precisions have been compared using F-tests and differences in analyte precisions for laboratory pairs have been reported. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854313","usgsCitation":"Brooks, M.H., Schroder, L., and Malo, B., 1985, Interlaboratory comparability, bias, and precision for four laboratories measuring constituents in precipitation, November 1982-August 1983: U.S. Geological Survey Water-Resources Investigations Report 85-4313, iii, 14 p. ;28 cm., https://doi.org/10.3133/wri854313.","productDescription":"iii, 14 p. ;28 cm.","costCenters":[],"links":[{"id":123986,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4313/report-thumb.jpg"},{"id":55148,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4313/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4884e4b07f02db51861e","contributors":{"authors":[{"text":"Brooks, M. H.","contributorId":107735,"corporation":false,"usgs":true,"family":"Brooks","given":"M.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196242,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schroder, L.J.","contributorId":31767,"corporation":false,"usgs":true,"family":"Schroder","given":"L.J.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":196240,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Malo, B.A.","contributorId":74397,"corporation":false,"usgs":true,"family":"Malo","given":"B.A.","affiliations":[],"preferred":false,"id":196241,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29018,"text":"wri844247 - 1985 - Estimation of selected flow and water-quality characteristics of Alaskan streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4247","title":"Estimation of selected flow and water-quality characteristics of Alaskan streams","docAbstract":"Although hydrologic data are either sparse or nonexistent for large areas of Alaska, the drainage area, area of lakes, glacier and forest cover, and average precipitation in a hydrologic basin of interest can be measured or estimated from existing maps. Application of multiple linear regression techniques indicates that statistically significant correlations exist between properties of basins determined from maps and measured streamflow characteristics. This suggests that corresponding characteristics of ungaged basins can be estimated. Streamflow frequency characteristics can be estimated from regional equations developed for southeast, south-central and Yukon regions. Statewide or modified regional equations must be used, however, for the southwest, northwest, and Arctic Slope regions where there is a paucity of data. Equations developed from basin characteristics are given to estimate suspended-sediment values for glacial streams and, with less reliability, for nonglacial streams. Equations developed from available specific conductance data are given to estimate concentrations of major dissolved inorganic constituents. Suggestions are made for expanding the existing data base and thus improving the ability to estimate hydrologic characteristics for Alaskan streams. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844247","usgsCitation":"Parks, B., and Madison, R.J., 1985, Estimation of selected flow and water-quality characteristics of Alaskan streams: U.S. Geological Survey Water-Resources Investigations Report 84-4247, v, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844247.","productDescription":"v, 64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159516,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4247/report-thumb.jpg"},{"id":57883,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d5e3","contributors":{"authors":[{"text":"Parks, Bruce","contributorId":87542,"corporation":false,"usgs":true,"family":"Parks","given":"Bruce","email":"","affiliations":[],"preferred":false,"id":200799,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Madison, R. J.","contributorId":84734,"corporation":false,"usgs":true,"family":"Madison","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200798,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29925,"text":"wri854257 - 1985 - Estimate of self-supplied domestic water use in Nebraska during 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri854257","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4257","title":"Estimate of self-supplied domestic water use in Nebraska during 1980","docAbstract":"No data base of actual measurements exists for self-supplied, domestic water use in Nebraska, because Nebraska laws do not require drilling permits, well registration, or reporting of volumes withdrawn from domestic wells. Self-supplied, domestic water use of 31,280 acre-ft in Nebraska during 1980 was computed from estimates of gal/day/capita use for each county. This represents an average of 95 gal/day/capita. During 1980, county use volumes ranged from 30 acre-ft in Hooker and Pawnee Counties to 1,380 acre-ft in Douglas County, and Hydrologic Unit use volumes ranged from &lt; 5 acre-ft to 2,270 acre-ft. Natural Resources Districts ' (NRD) use volumes ranged from 360 acre-ft in Middle Niobrara NRD to 3,530 acre-feet in the Lower Elkhorn NRD for the same period. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854257","usgsCitation":"Steele, E., 1985, Estimate of self-supplied domestic water use in Nebraska during 1980: U.S. Geological Survey Water-Resources Investigations Report 85-4257, iv, 28 p. :maps ;28 cm., https://doi.org/10.3133/wri854257.","productDescription":"iv, 28 p. :maps ;28 cm.","costCenters":[],"links":[{"id":119344,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4257/report-thumb.jpg"},{"id":58744,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4257/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdd98","contributors":{"authors":[{"text":"Steele, E.K.","contributorId":15666,"corporation":false,"usgs":true,"family":"Steele","given":"E.K.","email":"","affiliations":[],"preferred":false,"id":202367,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29918,"text":"wri854085 - 1985 - Hydraulic and sediment characteristics at the North Channel Bridge, Jamaica Bay, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri854085","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4085","title":"Hydraulic and sediment characteristics at the North Channel Bridge, Jamaica Bay, New York","docAbstract":"Data were collected during the spring of 1984 in the vicinity of North Channel Bridge in Jamaica Bay, New York to define the hydraulic regime and the physical characteristics and chemical quality of bottom sediments. The data were used in a semiquantitative analysis to predict the effects of bridge replacement and the attendant resuspension of bottom sediments, on the hydraulics and quality of water and bottom sediments. The bay-bottom configuration at the bridge site was defined, and continuous tidal stage and tidal velocity data were collected for about a month. In addition, eight bottom-sediment samples were collected near the bridge and analyzed. Results of the hydraulic analysis show that the proposed bridge should not have any measurable effect on the net water transport at the bridge cross section. The sediment data indicate that bottom sediments are relatively unpolluted in the vicinity of the bridge. Seventy-five percent of the resuspended bottom sediments will probably settle within 186 m of the bridge during an average ebb tide. Metals and nutrients released from the sediments to the water column are expected to be diluted far below detection limits. The extra oxygen demand exerted by the resuspended bottom sediments is also expected to be far less than ambient biochemical oxygen demand of the water column. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854085","usgsCitation":"Staubitz, W., and Wolcott, S., 1985, Hydraulic and sediment characteristics at the North Channel Bridge, Jamaica Bay, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4085, vi, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854085.","productDescription":"vi, 49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123495,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4085/report-thumb.jpg"},{"id":58735,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4085/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b02e4b07f02db698a1c","contributors":{"authors":[{"text":"Staubitz, W. W.","contributorId":73209,"corporation":false,"usgs":true,"family":"Staubitz","given":"W. W.","affiliations":[],"preferred":false,"id":202358,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wolcott, S.W.","contributorId":14453,"corporation":false,"usgs":true,"family":"Wolcott","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":202357,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30559,"text":"wri844044 - 1985 - Aquifer tests in west-central Florida, 1952-76","interactions":[],"lastModifiedDate":"2012-02-02T00:09:09","indexId":"wri844044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4044","title":"Aquifer tests in west-central Florida, 1952-76","docAbstract":"The ground-water system in west-central Florida is composed of, in descending order, the surficial (usually unconfined) aquifer, intermediate aquifer and confining beds, Floridan aquifer, and lower confining bed. Aquifer test data were analyzed to determine transmissivity, storage coefficient, leakance, and vertical hydraulic conductivity of the aquifers and confining beds. Transmissivities obtained from 29 aquifer tests range from 1,900 to 920,000 feet squared per day for parts of the Floridan aquifer, about 740 to 7,800 feet squared per day for the intermediate aquifer, and about 220 to 600 feet squared per day for the surficial aquifer. Storage coefficients obtained from aquifer tests range from 0.00013 to 0.0015 for the Floridan aquifer, 0.00005 to 0.00017 for the intermediate aquifer, and 0.004 to 0.02 for the surficial aquifer. The values of leakance obtained from aquifer tests range from 0.00005 to 0.009 feet per day per foot for the Floridan and 0.0002 to 0.0007 feet per day per foot for the intermediate aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844044","usgsCitation":"Wolansky, R., and Corral, M.A., 1985, Aquifer tests in west-central Florida, 1952-76: U.S. Geological Survey Water-Resources Investigations Report 84-4044, vi, 127 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844044.","productDescription":"vi, 127 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123552,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4044/report-thumb.jpg"},{"id":59325,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4044/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f1c","contributors":{"authors":[{"text":"Wolansky, R. M.","contributorId":89163,"corporation":false,"usgs":true,"family":"Wolansky","given":"R. M.","affiliations":[],"preferred":false,"id":203454,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Corral, M. A.","contributorId":25201,"corporation":false,"usgs":true,"family":"Corral","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203453,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29310,"text":"wri854335 - 1985 - A computer program for analyzing channel geometry","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri854335","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4335","title":"A computer program for analyzing channel geometry","docAbstract":"The Channel Geometry Analysis Program (CGAP) provides the capability to process, analyze, and format cross-sectional data for input to flow/transport simulation models or other computational programs. CGAP allows for a variety of cross-sectional data input formats through use of variable format specification. The program accepts data from various computer media and provides for modification of machine-stored parameter values. CGAP has been devised to provide a rapid and efficient means of computing and analyzing the physical properties of an open-channel reach defined by a sequence of cross sections. CGAP 's 16 options provide a wide range of methods by which to analyze and depict a channel reach and its individual cross-sectional properties. The primary function of the program is to compute the area, width, wetted perimeter, and hydraulic radius of cross sections at successive increments of water surface elevation (stage) from data that consist of coordinate pairs of cross-channel distances and land surface or channel bottom elevations. Longitudinal rates-of-change of cross-sectional properties are also computed, as are the mean properties of a channel reach. Output products include tabular lists of cross-sectional area, channel width, wetted perimeter, hydraulic radius, average depth, and cross-sectional symmetry computed as functions of stage; plots of cross sections; plots of cross-sectional area and (or) channel width as functions of stage; tabular lists of cross-sectional area and channel width computed as functions of stage for subdivisions of a cross section; plots of cross sections in isometric projection; and plots of cross-sectional area at a fixed stage as a function of longitudinal distance along an open-channel reach. A Command Procedure Language program and Job Control Language procedure exist to facilitate program execution on the U.S. Geological Survey Prime and Amdahl computer systems respectively. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Services Section, Western Distribution Branch,","doi":"10.3133/wri854335","usgsCitation":"Regan, R., and Schaffranek, R., 1985, A computer program for analyzing channel geometry: U.S. Geological Survey Water-Resources Investigations Report 85-4335, v, 49 p. :ill. ;28 cm., https://doi.org/10.3133/wri854335.","productDescription":"v, 49 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123699,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4335/report-thumb.jpg"},{"id":58155,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4335/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b0a30","contributors":{"authors":[{"text":"Regan, R.S.","contributorId":51794,"corporation":false,"usgs":true,"family":"Regan","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":201323,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schaffranek, R.W.","contributorId":61468,"corporation":false,"usgs":true,"family":"Schaffranek","given":"R.W.","affiliations":[],"preferred":false,"id":201324,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26961,"text":"wri854195 - 1985 - Evaluation of surface geophysical methods for collection of hydrogeologic data in the Nebraska Sand Hills region","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri854195","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4195","title":"Evaluation of surface geophysical methods for collection of hydrogeologic data in the Nebraska Sand Hills region","docAbstract":"The practicality of using surface geophysical methods for obtaining geohydrologic data in the Nebraska Sand Hills region was studied during the summer of 1984. Seismic refraction and electrical-resistivity equipment were used, because an evaluation of geohydrologic data indicated that results of surveys made with this equipment probably would yield the most useful data. The study area, which included parts of Garfield, Holt, and Wheeler Counties, was selected because it is geohydrologically representative of the eastern part of the Sand Hills region, and because sufficient geohydrologic data were available for use in evaluating the results of geophysical surveys. Geophysical methods were evaluated for their ability to consistently detect selected geohydrologic horizons. These horizons in descending order, are: the water table, the top of Quaternary silt beds, the top of Quaternary sand and gravel beds , the top of the Tertiary Ogallala Formation, and the top of the Cretaceous Pierre Shale. The top of the Pierre Shale generally is the base of the aquifer, which consists of all of the 500 to 700 ft of overlying deposits. Evaluations of the geophysical data indicate that seismic refraction surveys are best suited for determining the depth to the water table, but are not effective in studying beds below the water table. Vertical electrical soundings provided data on the depth to water table and the top of the silt beds. Available geohydrologic data, however, indicate that with some changes in data collection or interpretation techniques, it may be possible to obtain information on the top of the sand and gravel deposits, the top of the Ogallala Formation, and the top of the Pierre Shale with vertical electrical soundings. Use of either geophysical method could enhance the results of geohydrologic investigations in the Nebraska Sand Hills region. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Services Section, U.S. Geological Survey [distributor],","doi":"10.3133/wri854195","usgsCitation":"Ellis, M.J., and Hiergesell, R., 1985, Evaluation of surface geophysical methods for collection of hydrogeologic data in the Nebraska Sand Hills region: U.S. Geological Survey Water-Resources Investigations Report 85-4195, v, 56 p. :ill. ;28 cm., https://doi.org/10.3133/wri854195.","productDescription":"v, 56 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123570,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4195/report-thumb.jpg"},{"id":55847,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4195/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b082","contributors":{"authors":[{"text":"Ellis, M. J.","contributorId":27840,"corporation":false,"usgs":true,"family":"Ellis","given":"M.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hiergesell, R.A.","contributorId":97130,"corporation":false,"usgs":true,"family":"Hiergesell","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":197322,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26977,"text":"wri854026 - 1985 - Small-area snow surveys on the northern plains of North Dakota","interactions":[],"lastModifiedDate":"2018-03-05T16:12:21","indexId":"wri854026","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4026","title":"Small-area snow surveys on the northern plains of North Dakota","docAbstract":"<p>Snow-cover data are needed for many facets of hydrology. The variation in snow cover over small areas is the focus of this study. The feasibility of using aerial surveys to obtain information on the snow water equivalent of the snow cover in order to minimize the necessity of labor intensive ground snow surveys was- evaluated. A low-flying aircraft was used to measure attenuations of natural terrestrial gamma radiation by snow cover. </p><p>Aerial and ground snow surveys of eight 1-mile snow courses and one 4-mile snow course were used in the evaluation, with ground snow surveys used as the base to evaluate aerial data. Each of the 1-mile snow courses consisted of a single land use and all had the same terrain type (plane). The 4-mile snow course consists of a variety of land uses and the same terrain type (plane). </p><p>Using the aerial snow-survey technique, the snow water equivalent of the 1-mile snow courses was. measured with three passes of the aircraft. Use of more than one pass did not improve the results. The mean absolute difference between the aerial- and ground-measured snow water equivalents for the 1-mile snow courses was 26 percent (0.77 inches). The aerial snow water equivalents determined for the 1-mile snow courses were used to estimate the variations in the snow water equivalents over the 4-mile snow course. The weighted mean absolute difference for the 4-mile snow course was 27 percent (0.8 inches). </p><p>Variations in snow water equivalents could not be verified adequately by segmenting the aerial snow-survey data because of the uniformity found in the snow cover. On the 4-mile snow coirse, about two-thirds of the aerial snow-survey data agreed with the ground snow-survey data within the accuracy of the aerial technique ( + 0.5 inch of the mean snow water equivalent). </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854026","usgsCitation":"Emerson, D.G., Carroll, T., and Steppuhn, H., 1985, Small-area snow surveys on the northern plains of North Dakota: U.S. Geological Survey Water-Resources Investigations Report 85-4026, iv, 22 p., https://doi.org/10.3133/wri854026.","productDescription":"iv, 22 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":55865,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4026/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157803,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4026/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbc69","contributors":{"authors":[{"text":"Emerson, Douglas G.","contributorId":40579,"corporation":false,"usgs":true,"family":"Emerson","given":"Douglas","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197350,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carroll, T.R.","contributorId":91534,"corporation":false,"usgs":true,"family":"Carroll","given":"T.R.","email":"","affiliations":[],"preferred":false,"id":197351,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Steppuhn, Harold","contributorId":25200,"corporation":false,"usgs":true,"family":"Steppuhn","given":"Harold","email":"","affiliations":[],"preferred":false,"id":197349,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28946,"text":"wri844191 - 1985 - Magnitude and frequency of floods in Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844191","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4191","title":"Magnitude and frequency of floods in Alabama","docAbstract":"Methods are presented to estimate flood magnitude for selected recurrence intervals for urban and rural streams with drainage areas from 1 to 22,000 square miles. Seven hydrologic areas were delineated and regression equations were developed for six areas. Hydrologic data could not be regionalized for the seventh area. Drainage area was the only independent variable used in the equations for five hydrologic areas. Drainage area and a storage factor were used in the equations for the other area. One hydrologic area, located in the central part of the State, has flood runoffs two to four times greater than the other areas. It is recommended that the rural equations be used for estimates of flood magnitudes for both urban and rural streams in the hydrologic area. Rivers with drainage areas greater than 1,500 square miles could not be regionalized. Estimating methods for these rivers are shown graphically. Maximum flood magnitudes versus drainage area also are presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844191","usgsCitation":"Olin, D., 1985, Magnitude and frequency of floods in Alabama: U.S. Geological Survey Water-Resources Investigations Report 84-4191, v, 105 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844191.","productDescription":"v, 105 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120142,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4191/report-thumb.jpg"},{"id":57822,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4191/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57823,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4191/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649534","contributors":{"authors":[{"text":"Olin, D.A.","contributorId":106905,"corporation":false,"usgs":true,"family":"Olin","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":200660,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26057,"text":"wri854210 - 1985 - Cost effectiveness of the stream-gaging program in South Carolina","interactions":[],"lastModifiedDate":"2017-01-24T10:52:02","indexId":"wri854210","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4210","title":"Cost effectiveness of the stream-gaging program in South Carolina","docAbstract":"The cost effectiveness of the stream-gaging program in South Carolina was documented for the 1983 water yr. Data uses and funding sources were identified for the 76 continuous stream gages currently being operated in South Carolina. The budget of $422,200 for collecting and analyzing streamflow data also includes the cost of operating stage-only and crest-stage stations. The streamflow records for one stream gage can be determined by alternate, less costly methods, and should be discontinued. The remaining 75 stations should be maintained in the program for the foreseeable future. The current policy for the operation of the 75 stations including the crest-stage and stage-only stations would require a budget of $417,200/yr. The average standard error of estimation of streamflow records is 16.9% for the present budget with missing record included. However, the standard error of estimation would decrease to 8.5% if complete streamflow records could be obtained. It was shown that the average standard error of estimation of 16.9% could be obtained at the 75 sites with a budget of approximately $395,000 if the gaging resources were redistributed among the gages. A minimum budget of $383,500 is required to operate the program; a budget less than this does not permit proper service and maintenance of the gages and recorders. At the minimum budget, the average standard error is 18.6%. The maximum budget analyzed was $850,000, which resulted in an average standard error of 7.6 %. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri854210","usgsCitation":"Barker, A., Wright, B., and Bennett, C., 1985, Cost effectiveness of the stream-gaging program in South Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4210, vi, 77 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854210.","productDescription":"vi, 77 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":54838,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4210/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123640,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4210/report-thumb.jpg"}],"country":"United States","state":"South 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd24a","contributors":{"authors":[{"text":"Barker, A.C.","contributorId":42258,"corporation":false,"usgs":true,"family":"Barker","given":"A.C.","email":"","affiliations":[],"preferred":false,"id":195726,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wright, B.C.","contributorId":72416,"corporation":false,"usgs":true,"family":"Wright","given":"B.C.","email":"","affiliations":[],"preferred":false,"id":195727,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bennett, C.S.","contributorId":13273,"corporation":false,"usgs":true,"family":"Bennett","given":"C.S.","email":"","affiliations":[],"preferred":false,"id":195725,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29878,"text":"wri854326 - 1985 - Potential impacts of discharging tertiary-treated wastewater into Port Royal Sound, South Carolina","interactions":[],"lastModifiedDate":"2017-01-24T11:46:51","indexId":"wri854326","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4326","title":"Potential impacts of discharging tertiary-treated wastewater into Port Royal Sound, South Carolina","docAbstract":"An assessment of physical characteristics of Port Royal Sound was combined with the results of a dye tracer study and with data collected from a previous environmental study to describe the impact on the water quality from discharging tertiary treated wastewater into the sound. Calculated velocities for the time of maximum velocity in the tidal cycle ranged from 2.32 ft/sec near the bottom to 4.65 ft/sec near the surface of the sound in a cross section in the vicinity of a proposed wastewater outfall. Vertical velocity distributions calculated for the time of maximum velocity were similar at all stations at which velocities were measured except the station in shallow water near the shore. A recent bathymetric chart of the vicinity of the proposed outfall indicates that a bar extends farther along the northern shore of Hilton Head Island than indicated on earlier nautical charts of Port Royal Sound. Continued extension of this bar could alter the impact on water quality from discharge of treated wastewater into the sound. Further study may be needed to monitor changes in the bar if the outfall is located between the bar and Hilton Head Island. Conservative calculations based on the results of the dye tracer study indicate that the discharge of 10.9 million gallons/day of wastewater having concentrations of biochemical oxygen demand and suspended solids of 15 mg/L will result in a maximum cumulative increase in concentrations of biochemical oxygen demand of &lt; 0.01 mg/L and no increase in concentrations of suspended solids at high slack tide in the part of Port Royal Sound most affected by the proposed wastewater discharge. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854326","usgsCitation":"Speiran, G., and Belval, D., 1985, Potential impacts of discharging tertiary-treated wastewater into Port Royal Sound, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4326, v, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854326.","productDescription":"v, 33 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":123698,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4326/report-thumb.jpg"},{"id":58690,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4326/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","otherGeospatial":"Port Royal Sound","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.46636962890625,\n              31.784216884487385\n            ],\n            [\n              -81.46636962890625,\n              32.62780989050403\n            ],\n            [\n              -80.09307861328125,\n              32.62780989050403\n            ],\n            [\n              -80.09307861328125,\n              31.784216884487385\n            ],\n            [\n              -81.46636962890625,\n              31.784216884487385\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae0da","contributors":{"authors":[{"text":"Speiran, G. K.","contributorId":83534,"corporation":false,"usgs":true,"family":"Speiran","given":"G. K.","affiliations":[],"preferred":false,"id":202288,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Belval, D.L.","contributorId":52186,"corporation":false,"usgs":true,"family":"Belval","given":"D.L.","affiliations":[],"preferred":false,"id":202287,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29863,"text":"wri854244 - 1985 - Estimation of evaporation from Ned Wilson Lake, Flat Tops Wilderness Area, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri854244","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4244","title":"Estimation of evaporation from Ned Wilson Lake, Flat Tops Wilderness Area, Colorado","docAbstract":"As part of an effort to define the hydrology and water quality of Ned Wilson Lake, evaporation rates were estimated for the summer periods of 1983 and 1984. Mass-transfer and energy-budget techniques and the Morton model were used to estimate evaporation using data collected at the lake and data collected at a meteorological station 0.1 mile from the lake. The estimate of evaporation for July 29 through September 27, 1983, using the mass-transfer technique, was 9.50 inches; the estimate using the energy-budget technique was 8.10 inches; the estimate using the Morton model was 9.90 inches. The evaporation estimate for July 18 through September 25, 1984, using the mass-transfer technique was 8.71 inches; the estimate using the energy-budget technique was 7.88 inches; the estimate using the Moron model was 10.49 inches. These estimates will provide values to be used in future analyses of the interaction of lake and groundwater; however, refinement of data collection will be necessary to determine specifically the rate of evaporation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854244","usgsCitation":"Spahr, N., and Turk, J., 1985, Estimation of evaporation from Ned Wilson Lake, Flat Tops Wilderness Area, Colorado: U.S. Geological Survey Water-Resources Investigations Report 85-4244, iv, 13 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854244.","productDescription":"iv, 13 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":126593,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4244/report-thumb.jpg"},{"id":58674,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4244/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fba16","contributors":{"authors":[{"text":"Spahr, N.E.","contributorId":79476,"corporation":false,"usgs":true,"family":"Spahr","given":"N.E.","email":"","affiliations":[],"preferred":false,"id":202259,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Turk, J.T.","contributorId":94259,"corporation":false,"usgs":true,"family":"Turk","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":202260,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27934,"text":"wri854204 - 1985 - Design of a sediment data-collection program in Kansas as affected by time trends","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri854204","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4204","title":"Design of a sediment data-collection program in Kansas as affected by time trends","docAbstract":"Data collection programs need to be re-examined periodically in order to insure their usefulness, efficiency, and applicability. The possibility of time trends in sediment concentration, in particular, makes the examination with new statistical techniques desirable. After adjusting sediment concentrations for their relation to streamflow rates and by using a seasonal adaptation of Kendall 's nonparametric statistical test, time trends of flow-adjusted concentrations were detected for 11 of the 38 sediment records tested that were not affected by large reservoirs. Ten of the 11 trends were toward smaller concentrations; only 1 was toward larger concentrations. Of the apparent trends that were not statistically significant (0.05 level) using data available, nearly all were toward smaller concentrations. Because the reason for the lack of statistical significance of an apparent trend may be inadequacy of data rather than absence of trend and because of the prevalence of apparent trends in one direction, the assumption was made that a time trend may be present at any station. This assumption can significantly affect the design of a sediment data collection program. Sudden decreases (step trends) in flow-adjusted sediment concentrations were found at all stations that were short distances downstream from large reservoirs and that had adequate data for a seasonal adaptation of Wilcoxon 's nonparametric statistical test. Examination of sediment records in the 1984 data collection program of the Kansas Water Office indicated 13 stations that can be discontinued temporarily because data are now adequate. Data collection could be resumed in 1992 when new data may be needed because of possible time trends. New data are needed at eight previously operated stations where existing data may be inadequate or misleading because of time trends. Operational changes may be needed at some stations, such as hiring contract observers or installing automatic pumping samplers. Implementing the changes in the program can provide a substantial increase in the quantity of useful information on stream sediment for the same funding as the 1984 level. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri854204","usgsCitation":"Jordan, P.R., 1985, Design of a sediment data-collection program in Kansas as affected by time trends: U.S. Geological Survey Water-Resources Investigations Report 85-4204, iv, 114 p. :ill. ;28 cm., https://doi.org/10.3133/wri854204.","productDescription":"iv, 114 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123620,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4204/report-thumb.jpg"},{"id":56749,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4204/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667e7d","contributors":{"authors":[{"text":"Jordan, P. R.","contributorId":7282,"corporation":false,"usgs":true,"family":"Jordan","given":"P.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198930,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29862,"text":"wri854124 - 1985 - Effects of wastewater effluent on the South Platte River from Littleton to Denver","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri854124","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4124","title":"Effects of wastewater effluent on the South Platte River from Littleton to Denver","docAbstract":"The U.S. Geological Survey 's one-dimensional steady-state water quality model was used to investigate the effects of the effluent from the Bi-City WWTP (Wastewater Treatment Plant) on the South Platte River. The Bi-City WWTP is operated by the Cities of Littleton and Englewood. The model was calibrated from a 14.5 mile reach for 5-day carbonaceous biochemical oxygen demand, organic, ammonia, nitrite and nitrate using data collected during September 1983. Model verification was completed using data collected during October 1982 and January 1984 for all constituents except nitrite nitrogen. Nitrite nitrogen could not be verified for the cold temperature conditions of January of 1984. Measured benthic sediment oxygen demand used in model ranged from 1.01 to 2.77 grams per square meter per day. Model simulations were made for an estimated 7-day, 10-year discharge of 18 cubic feet per second, upstream from the outfall of the WWTP. Two groups of simulations were made for both warm and cold temperature conditions. In the first group of simulation variations were made in effluent 5-day carbonaceous biochemical oxygen demand concentrations and flow rates. The second group of simulations varied the amount of nitrogen discharged as ammonia and nitrate. The extent of the mixing zone downstream of the WWTP outfall was determined by injecting Rhodamine WT dye into the effluent. The mixing zone was found to extend 0.8 miles during low-flow conditions. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854124","usgsCitation":"Spahr, N., and Blakely, S.R., 1985, Effects of wastewater effluent on the South Platte River from Littleton to Denver: U.S. Geological Survey Water-Resources Investigations Report 85-4124, vi, 97 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854124.","productDescription":"vi, 97 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119392,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4124/report-thumb.jpg"},{"id":58673,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4124/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fc43","contributors":{"authors":[{"text":"Spahr, N.E.","contributorId":79476,"corporation":false,"usgs":true,"family":"Spahr","given":"N.E.","email":"","affiliations":[],"preferred":false,"id":202258,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blakely, S. R.","contributorId":34514,"corporation":false,"usgs":true,"family":"Blakely","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202257,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26285,"text":"wri844316 - 1985 - Evaluation of the precipitation-runoff modeling system, Beaver Creek basin, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri844316","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4316","title":"Evaluation of the precipitation-runoff modeling system, Beaver Creek basin, Kentucky","docAbstract":"The Precipitation Runoff Modeling System (PRMS) was evaluated with data from Cane branch and Helton Branch in the Beaver Creek basin of Kentucky. Because of previous studies, 10.6 years of record were available to establish a data base for the basin including 60 storms for Cane Branch and 50 storms for Helton Branch. The model was calibrated initially using data from the 1956-58 water years. Runoff predicted by the model was 94.7% of the observed runoff at Cane Branch (mined area) and 96.9% at Helton Branch (unmined area). After the model and data base were modified, the model was refitted to the 1956-58 data for Helton Branch. It then predicted 98.6% of the runoff for the 10.6-year period. The model parameters from Helton Branch were then used to simulate the Cane Branch runoff and discharge. The model predicted 102.6% of the observed runoff at Cane Branch for the 10.6 years. The simulations produced reasonable storm volumes and peak discharges. Sensitivity analysis of model parameters indicated the parameters associated with soil moisture are the most sensitive. The model was used to predict sediment concentration and daily sediment load for selected storm periods. The sediment computations indicated the model can be used to predict sediment concentrations during storm events. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844316","usgsCitation":"Bower, D., 1985, Evaluation of the precipitation-runoff modeling system, Beaver Creek basin, Kentucky: U.S. Geological Survey Water-Resources Investigations Report 84-4316, v, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844316.","productDescription":"v, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118702,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4316/report-thumb.jpg"},{"id":55093,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4316/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa05f","contributors":{"authors":[{"text":"Bower, D.E.","contributorId":99592,"corporation":false,"usgs":true,"family":"Bower","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":196114,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30606,"text":"wri854265 - 1985 - Quality of storm-water runoff, Mililani Town, Oahu, Hawaii, 1980-84","interactions":[],"lastModifiedDate":"2012-02-02T00:09:13","indexId":"wri854265","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4265","title":"Quality of storm-water runoff, Mililani Town, Oahu, Hawaii, 1980-84","docAbstract":"Storm water runoff and rainfall data were collected at two urban sites in Mililani Town, Oahu, Hawaii between September 1980 and August 1984. The data included results from analyses of 300 samples of storm water runoff. Turbidity, suspended solids, Kjeldahl nitrogen, and phosphorus concentrations exceeded the State of Hawaii Department of Health 's streamwater standards in more than 50% of the samples. Mercury, lead, and fecal coliform bacteria levels exceeded the U.S. EPA 's recommended criteria for either freshwater aquatic life or shellfish harvesting waters in more than half the samples. Other constituents exceeding State or federal standards in at least one sample included pH, cadmium, nitrate plus nitrite, iron, alkalinity, manganese, chromium, copper, zinc, and the pesticides heptachlor , lindane, and melathion. Runoff correlated well with rainfall in both basins. Antecedent rainfall conditions and rainfall intensity had little effect on the quality of runoff. No statistically significant relationships were found between quantity of runoff and concentration of water quality constituents. A ' first flush ' effect was observed for chemical oxygen demand, suspended solids, lead, nitrate plus nitrite, fecal coliform bacteria, dissolved solids, and mercury. There were significant (alpha = 0.05) differences between the two basins for values of discharge, turbidity, specific conductance, chemical oxygen demand, suspended solids, nitrate plus nitrite, phosphorus, lead, dissolved solids, and mercury. The larger basin had higher median and maximum values, and wider ranges of values. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854265","usgsCitation":"Yamane, C.M., and Lum, M.G., 1985, Quality of storm-water runoff, Mililani Town, Oahu, Hawaii, 1980-84: U.S. Geological Survey Water-Resources Investigations Report 85-4265, vii, 64 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854265.","productDescription":"vii, 64 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":161181,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4265/report-thumb.jpg"},{"id":59373,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4265/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db654a2e","contributors":{"authors":[{"text":"Yamane, Cheryl M.","contributorId":58691,"corporation":false,"usgs":true,"family":"Yamane","given":"Cheryl","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203527,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lum, Marty G.","contributorId":75592,"corporation":false,"usgs":true,"family":"Lum","given":"Marty","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":203528,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28200,"text":"wri844105 - 1985 - Preliminary study of the water-temperature regime of the North Santiam River downstream from Detroit and Big Cliff dams, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T08:02:19","indexId":"wri844105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4105","title":"Preliminary study of the water-temperature regime of the North Santiam River downstream from Detroit and Big Cliff dams, Oregon","docAbstract":"A riverine-temperature model and associated data-collection system were developed to help the Corps of engineers determine cost benefits of selective-withdrawal structures for future use with dams on the Willamette River System. A U.S. Geological Survey Lagrangian reference frame, digital computer model was used to simulate stream temperatures on the North Santiam River downstream of the multipurpose Detroit dam and a reregulating dam (Big Cliff), from river mile 45.6 to 2.9. In simulation, only available air-temperature and windspeed information from a nearby National Weather Service station at Salem, Oregon were used. This preliminary investigation found that the model predicted mean daily temperatures to within 0.4 C standard deviation. Analysis of projected selective-withdrawal scenarios showed that the model has the sensitivity to indicate water-temperature changes 42.7 miles downstream on the North Santiam River. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri844105","usgsCitation":"Laenen, A., 1985, Preliminary study of the water-temperature regime of the North Santiam River downstream from Detroit and Big Cliff dams, Oregon: U.S. Geological Survey Water-Resources Investigations Report 84-4105, vi, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844105.","productDescription":"vi, 45 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":57038,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4105/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159608,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4105/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aabe4b07f02db669faa","contributors":{"authors":[{"text":"Laenen, Antonius","contributorId":107673,"corporation":false,"usgs":true,"family":"Laenen","given":"Antonius","email":"","affiliations":[],"preferred":false,"id":199383,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}