{"pageNumber":"2014","pageRowStart":"50325","pageSize":"25","recordCount":68919,"records":[{"id":26992,"text":"wri854066 - 1985 - Identification and characterization of hydrologic properties of fractured tuff using hydraulic and tracer tests — Test well USW H-4, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2022-01-20T20:17:47.456542","indexId":"wri854066","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":"85-4066","title":"Identification and characterization of hydrologic properties of fractured tuff using hydraulic and tracer tests — Test well USW H-4, Yucca Mountain, Nye County, Nevada","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854066","usgsCitation":"Erickson, J., and Waddell, R.K., 1985, Identification and characterization of hydrologic properties of fractured tuff using hydraulic and tracer tests — Test well USW H-4, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 85-4066, Report: iv, 30 p.; 1 Plate: 20.14 × 26.46 inches, https://doi.org/10.3133/wri854066.","productDescription":"Report: iv, 30 p.; 1 Plate: 20.14 × 26.46 inches","costCenters":[],"links":[{"id":394611,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36246.htm"},{"id":55878,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4066/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4066/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121854,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4066/report-thumb.jpg"}],"country":"United States","state":"Nevada","county":"Nye County","otherGeospatial":"test well USW H-4, Yucca Mountain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.467,\n              36.833\n            ],\n            [\n              -116.443,\n              36.833\n            ],\n            [\n              -116.443,\n              36.85\n            ],\n            [\n              -116.467,\n              36.85\n            ],\n            [\n              -116.467,\n              36.833\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faafb","contributors":{"authors":[{"text":"Erickson, J.R.","contributorId":66689,"corporation":false,"usgs":true,"family":"Erickson","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":197371,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waddell, R. K.","contributorId":25560,"corporation":false,"usgs":true,"family":"Waddell","given":"R.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197370,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28269,"text":"wri844172 - 1985 - Water quality of the North Platte River, east-central Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844172","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":"84-4172","title":"Water quality of the North Platte River, east-central Wyoming","docAbstract":"This report is a statistical summary of 40 different constituents and physical characteristics that describe the water quality of the North Platter River between Alcova Dam and Orin, Wyoming, a distance of 143 river miles. Data from seven stations are summarized for 1970-79. Water entering the North Platte River upstream from Casper generally is more mineralized and degraded than the water in the North Platte River or in the tributaries entering the river downstream from Casper. The average dissolved solids concentration was about 320 mg/L at the upper sampling station and about 430 mg/L just downstream from Casper. This increase is typical of many other constituents. The mean fecal-coliform concentration at the upper station was about 8 colonies/ml and about 4,000 colonies/100 ml at the station downstream from Casper. Concentrations of some constituents periodically were greater than maximum recommended for drinking water supplies. About 24% of the dissolved solids concentrations were more than 500 mg/L. Some selenium concentrations exceeded the limit of 10 micrograms/L mandated for public water supplies. Large concentrations of copper, zinc, and ammonia indicate that these constituents might be a problem for sensitive aquatic life. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844172","usgsCitation":"Larson, L.R., 1985, Water quality of the North Platte River, east-central Wyoming: U.S. Geological Survey Water-Resources Investigations Report 84-4172, vii, 85 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844172.","productDescription":"vii, 85 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159601,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4172/report-thumb.jpg"},{"id":57091,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4172/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9878","contributors":{"authors":[{"text":"Larson, L. R.","contributorId":41421,"corporation":false,"usgs":true,"family":"Larson","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199501,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27548,"text":"wri844132 - 1985 - Cost effectiveness of the stream-gaging network in Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri844132","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":"84-4132","title":"Cost effectiveness of the stream-gaging network in Idaho","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri844132","usgsCitation":"Harenberg, W., Moffatt, R.L., and Harper, R., 1985, Cost effectiveness of the stream-gaging network in Idaho: U.S. Geological Survey Water-Resources Investigations Report 84-4132, vi, 109 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844132.","productDescription":"vi, 109 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121516,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4132/report-thumb.jpg"},{"id":56403,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4132/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683f8e","contributors":{"authors":[{"text":"Harenberg, W. A.","contributorId":78743,"corporation":false,"usgs":true,"family":"Harenberg","given":"W. A.","affiliations":[],"preferred":false,"id":198302,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moffatt, R. L.","contributorId":79889,"corporation":false,"usgs":true,"family":"Moffatt","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198303,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Harper, R.W.","contributorId":36104,"corporation":false,"usgs":true,"family":"Harper","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":198301,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27558,"text":"wri854243 - 1985 - Ground-water quality in east-central New Jersey, and a plan for sampling networks","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri854243","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":"85-4243","title":"Ground-water quality in east-central New Jersey, and a plan for sampling networks","docAbstract":"Groundwater quality was evaluated in seven confined aquifers and the water table aquifer in east-central New Jersey based on 237 analyses of samples collected in 1981-82, and 225 older analyses. Investigation of the effect of land use on water quality and several sampling network proposals for the region are reported. Generally, water in the confined aquifers is of satisfactory quality for human consumption and most other uses. Iron (Fe) and manganese (Mn) concentrations exceed U.S. EPA drinking water standards in some wells screened in the Potomac-Raritan-Magothy aquifer system. Sodium (Na) concentrations in samples from three wells more than 800 ft deep in the Englishtown aquifer exceed the standard. Iron and Mn concentrations in this aquifer may also exceed the standards. Iron concentrations in the Wenonah-Mount Laurel aquifer exceed the standard. Based on 15 analyses of water from the Vincetown aquifer, Mn is the only constituent that exceeds the drinking water standard. In the Manasquan aquifer, 4 of the 16 Na determinations exceed the standard, and 8 of 16 Fe determinations exceed the standard. Water quality in the Atlantic City 800-ft sand is generally satisfactory. However, 12 Fe and 1 of 12 Mn determinations exceed the standards. For the Rio Grande water-bearing zone, 1 of 3 Fe determinations exceed the standard. The Kirkwood-Cohansey aquifer system (the water table aquifer) was the most thoroughly sampled (249 chemical analyses from 209 wells). Dissolved solids, chloride, Fe, nitrate, and Mn concentrations exceed drinking water standards in some areas. The results of chi-square tests of constituent distributions based on analyses from 158 wells in the water table aquifer indicate that calcium is higher in industrial and commercial areas; and Mg, chloride, and nitrate-plus-nitrite is higher in residential areas. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854243","usgsCitation":"Harriman, D., and Sargent, B., 1985, Ground-water quality in east-central New Jersey, and a plan for sampling networks: U.S. Geological Survey Water-Resources Investigations Report 85-4243, vii, 114 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854243.","productDescription":"vii, 114 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124896,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4243/report-thumb.jpg"},{"id":56415,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4243/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56416,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4243/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a95e4b07f02db659746","contributors":{"authors":[{"text":"Harriman, D.A.","contributorId":27860,"corporation":false,"usgs":true,"family":"Harriman","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":198321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sargent, B. P.","contributorId":61827,"corporation":false,"usgs":true,"family":"Sargent","given":"B. P.","affiliations":[],"preferred":false,"id":198322,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28232,"text":"wri854155 - 1985 - A preliminary assessment of land-surface subsidence in the El Paso area, Texas","interactions":[],"lastModifiedDate":"2018-10-30T12:49:42","indexId":"wri854155","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4155","title":"A preliminary assessment of land-surface subsidence in the El Paso area, Texas","docAbstract":"<p>The northeast and southeast parts of the El Paso area are underlain by Hueco bolson deposits as much as 9,000 feet thick. The deposits consist of lenses of gravel, sand, silt, and clay. In the Rio Grande Valley, about 400 to 450 feet of these deposits have been eroded and replaced with as much as 200 feet of alluvium. Ground water in the shallow alluvial aquifer in the Rio Grande Valley and in the Hueco bolson aquifer outside the valley is under water-table conditions, whereas ground water in the bolson aquifer in the valley is under leaky artesian conditions. Maximum water-level declines in the Hueco bolson aquifer are 110 feet east of the Franklin Mountains and 150 feet in the downtown El Paso area. For the shallow aquifer, the maximum declines have been 125 feet in the downtown area. Compressable materials in the freshwater zone of the aquifer range from 50 to 450 feet.</p>\n<p>Recharge from the Rio Grande to the shallow alluvial aquifer has increased from an estimated 15,000 acre-feet during 1968 to 30,000 acre-feet during 1983, an increase of about 1,000 acre-feet per year. Leakage from the Rio Grande is expected to continually increase in the near future because of a continued decline in ground-water levels. The amount of leakages from the canals is much less than from the river.</p>\n<p>Releveling of bench marks along lines to the northeast and the southeast of the Rio Grande, and along its channel commonly show land subsidence of about 0.2 foot. The maximum measured subsidence is 0.41 foot along the river in the Chamizal zone. No subsidence was detected at the Riverside Diversion Dam. A comparison of subsidence, water-level declines, and clay thickness along the three survey lines shows the expected correlation of greater subsidence with thicker accumulated clay material for a given decline in water levels. The preconsolidation stress was expected to range from 85 to 115 feet of water-level decline on the basis of subsidence studies in Arizona and California. A study of specific-unit compaction along the three survey lines shows that the values usually range between 1.0 to 2.5 x 10-5 feet per feet squared. These values are comparable to the ones computed in the Tulare-Wasco, California, and Houston-Galveston, Texas, areas following the exceedance of the local preconsolidation stress. Because of this comparability, the specific-unit compaction for future periods in the El Paso area probably will not increase dramatically when the preconsolidation stress is exceeded, if it has not already been exceeded.</p>\n<p>In addition to regional subsidence, local subsidence is indicated by observable surface fractures but has not been verified by precise leveling. These local areas coincide with areas that historically were swamps along the Rio Grande.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri854155","collaboration":"Prepared in cooperation with the Bureau of Reclamation","usgsCitation":"Land, L.F., and Armstrong, C.A., 1985, A preliminary assessment of land-surface subsidence in the El Paso area, Texas: U.S. Geological Survey Water-Resources Investigations Report 85-4155, vi, 96 p., https://doi.org/10.3133/wri854155.","productDescription":"vi, 96 p.","numberOfPages":"108","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":57062,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4155/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123872,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4155/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"El Paso","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.32293701171874,\n              31.647536225797772\n            ],\n            [\n              -106.35314941406249,\n              31.701882151861714\n            ],\n            [\n              -106.37443542480469,\n              31.71122878128754\n            ],\n            [\n              -106.38198852539062,\n              31.73400724374667\n            ],\n            [\n              -106.45271301269531,\n              31.764369817056387\n            ],\n            [\n              -106.468505859375,\n              31.76145077153307\n            ],\n            [\n              -106.47468566894531,\n              31.750941445321764\n            ],\n            [\n              -106.48773193359375,\n              31.74918977495709\n            ],\n            [\n              -106.50421142578125,\n              31.756780107186728\n            ],\n            [\n              -106.51588439941406,\n              31.770791393089315\n            ],\n            [\n              -106.52961730957031,\n              31.783633207994736\n            ],\n            [\n              -106.53648376464844,\n              31.94633593313394\n            ],\n            [\n              -106.32980346679686,\n              31.94808386339691\n            ],\n            [\n              -106.32293701171874,\n              31.647536225797772\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6aaf25","contributors":{"authors":[{"text":"Land, L. F.","contributorId":17253,"corporation":false,"usgs":true,"family":"Land","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199433,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Armstrong, C. A.","contributorId":66231,"corporation":false,"usgs":true,"family":"Armstrong","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199434,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28224,"text":"wri854150 - 1985 - Floodflow frequency of streams in the alluvial plain of the Lower Mississippi River in Mississippi, Arkansas, and Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri854150","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":"85-4150","title":"Floodflow frequency of streams in the alluvial plain of the Lower Mississippi River in Mississippi, Arkansas, and Louisiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-file Services Section, Western Distribution Branch [distributor],","doi":"10.3133/wri854150","usgsCitation":"Landers, M.N., 1985, Floodflow frequency of streams in the alluvial plain of the Lower Mississippi River in Mississippi, Arkansas, and Louisiana: U.S. Geological Survey Water-Resources Investigations Report 85-4150, iv, 21 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854150.","productDescription":"iv, 21 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119674,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4150/report-thumb.jpg"},{"id":57055,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4150/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e70a1","contributors":{"authors":[{"text":"Landers, M. N.","contributorId":63428,"corporation":false,"usgs":true,"family":"Landers","given":"M.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":199421,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27639,"text":"wri854261 - 1985 - Discharge ratings for control gates at Mississippi River Lock and Dam 14, Le Claire, Iowa","interactions":[],"lastModifiedDate":"2016-06-23T15:15:41","indexId":"wri854261","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":"85-4261","title":"Discharge ratings for control gates at Mississippi River Lock and Dam 14, Le Claire, Iowa","docAbstract":"<p>The water level of the navigation pools on the Mississippi River are maintained by the operation of tainter and roller gates at the locks and dams. Discharge ratings for the gates on Lock and Dam 14, at Le Claire, Iowa, were developed from current-meter discharge measurements made in the forebays of the gate structures. Methodology is given to accurately compute the vertical gate openings of the tainter gates. Discharge coefficients, in equations that express discharges as a function of tailwater head, headwater head, and vertical height of gate opening, were determined for conditions of submerged-orifice and free-weir flow. A comparison of the rating discharge to the hydraulic model rating discharges is given for submerged orifice flow for the tainter and roller gates. (Author 's abstract)</p>","language":"English","publisher":"U.S Geological Survey","doi":"10.3133/wri854261","usgsCitation":"Heinitz, A., 1985, Discharge ratings for control gates at Mississippi River Lock and Dam 14, Le Claire, Iowa: U.S. Geological Survey Water-Resources Investigations Report 85-4261, viii, 38 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854261.","productDescription":"viii, 38 p. :ill., map ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":56501,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4261/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123442,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4261/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a991","contributors":{"authors":[{"text":"Heinitz, A.J.","contributorId":62610,"corporation":false,"usgs":true,"family":"Heinitz","given":"A.J.","affiliations":[],"preferred":false,"id":198458,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27664,"text":"wri854044 - 1985 - Cost effectiveness of the stream-gaging program in Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri854044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4044","title":"Cost effectiveness of the stream-gaging program in Louisiana","docAbstract":"This report documents the results of a study of the cost effectiveness of the stream-gaging program in Louisiana. Data uses and funding sources were identified for the 68 continuous-record stream gages currently (1984) in operation with a budget of $408,700. Three stream gages have uses specific to a short-term study with no need for continued data collection beyond the study. The remaining 65 stations should be maintained in the program for the foreseeable future. In addition to the current operation of continuous-record stations, a number of wells, flood-profile gages, crest-stage gages, and stage stations, are serviced on the continuous-record station routes; thus, increasing the current budget to $423,000. The average standard error of estimate for data collected at the stations is 34.6%. Standard errors computed in this study are one measure of streamflow errors, and can be used as guidelines in comparing the effectiveness of alternative networks. By using the routes and number of measurements prescribed by the ' Traveling Hydrographer Program, ' the standard error could be reduced to 31.5% with the current budget of $423,000. If the gaging resources are redistributed, the 34.6% overall level of accuracy at the 68 continuous-record sites and the servicing of the additional wells or gages could be maintained with a budget of approximately $410,000. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854044","usgsCitation":"Herbert, R., and Carlson, D., 1985, Cost effectiveness of the stream-gaging program in Louisiana: U.S. Geological Survey Water-Resources Investigations Report 85-4044, v, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854044.","productDescription":"v, 59 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4044/report-thumb.jpg"},{"id":56517,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4044/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683330","contributors":{"authors":[{"text":"Herbert, R.A.","contributorId":59449,"corporation":false,"usgs":true,"family":"Herbert","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":198495,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlson, D.D.","contributorId":10816,"corporation":false,"usgs":true,"family":"Carlson","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":198494,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27755,"text":"wri854024 - 1985 - Geohydrologic reconnaissance of the Avoca lignite deposit area near Williston, northwestern North Dakota","interactions":[],"lastModifiedDate":"2018-03-08T13:10:05","indexId":"wri854024","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":"85-4024","title":"Geohydrologic reconnaissance of the Avoca lignite deposit area near Williston, northwestern North Dakota","docAbstract":"<p>The Avoca lignite deposit in the Sentinel Butte Member of the Fort Union Formation consists of four potentially strippable lignite beds. Average bed thicknesses, in descending order, are 5, 5, 9, and 8 .feet. In the area between Stony Creek and Crazy Man Coulee, the lignite beds are unsaturated, and between Stony Creek and Little Muddy River, only the two lowest beds are saturated. Natural discharge to outcrops in the stream valleys results in low potentiometric levels in the lignite beds.</p><p>Aquifers in sandstone beds in the Fox Hills Sandstone and the Hell Creek Formation probably would yield as much as 50 gallons per minute of sodium bicarbonate type water. Dissolved-solids concentrations range from 800 to 2,000 milligrams per liter. The aquifers are from 1,100 to 1,800 feet below land surface. Sandstone beds in the Ludlow and Cannonball Members of the Fort Union Formation probably could yield several gallons per minute of sodium bicarbonate water with dissolved-solids concentrations ranging from 800 to 2,000 milligrams per liter. Aquifers in the Ludlow and Cannonball Members lie between 700 and 1,300 feet below land surface. Individual sand beds in the Tongue River and Sentinel Butte Members of the Fort Union Formation are the shallowest aquifers encountered below the minable lignite beds. Properly constructed wells completed in these sand beds could yield as much as 40 gallons per minute. The water generally is a sodium bicarbonate type with dissolved-solids concentrations ranging from about 500 to 4,200 milligrams per liter. Alluvium and glacial-drift deposits constitute the Little Muddy aquifer bordering the lignite deposit on the west and south. The aquifer could yield as much as 1,200 gallons per minute of sodium bicarbonate type water with dissolved-solids concentrations ranging from 975 to 1, 730 milligrams per liter.</p><p>Little Muddy Creek and Stony Creek have significant base flow. The flow is contributed partly by discharge from the lignite. Quality of water is least mineralized at high stream flows. Mining would not severely affect ground-water levels because potentiometric levels already are low. Chemically enriched leachate water from the spoils could percolate to the saturated zone and eventually reach the streams as base flow or recharge the glaciofluvial aquifers.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854024","usgsCitation":"Horak, W., and Crosby, O., 1985, Geohydrologic reconnaissance of the Avoca lignite deposit area near Williston, northwestern North Dakota: U.S. Geological Survey Water-Resources Investigations Report 85-4024, Report: v, 22 p.; Plate: 10.12 x 16.55 inches, https://doi.org/10.3133/wri854024.","productDescription":"Report: v, 22 p.; Plate: 10.12 x 16.55 inches","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":118736,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4024/report-thumb.jpg"},{"id":56600,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4024/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56601,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4024/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8e2e","contributors":{"authors":[{"text":"Horak, W.F.","contributorId":82326,"corporation":false,"usgs":true,"family":"Horak","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":198646,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crosby, O.A.","contributorId":61047,"corporation":false,"usgs":true,"family":"Crosby","given":"O.A.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":198645,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28038,"text":"wri854086 - 1985 - Estimation of natural streamflow characteristics in western Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri854086","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":"85-4086","title":"Estimation of natural streamflow characteristics in western Colorado","docAbstract":"Regression relations were determined for estimating mean annual discharge, mean monthly discharge, minimum and maximum 7-day discharge, flow duration series, and peak discharge for natural streams in western Colorado. Multiple regression analyses were used to determine the best predictive relations for each of the streamflow characteristic; separate relations were developed for each of four hydrologically distinct regions in the study area. The standard errors associated with the regression relations generally were less than 100 percent, except for the low-flow relations which had standard errors ranging from 62 to greater than 200 percent. Basin drainage area, mean annual precipitation , mean basin elevation, and mean basin slope are used in the regression relations to estimate the flow characteristics of streams in the study area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nOpen-File Services Section, Western Distribution Branch, U.S. Geological Survey [distributor],","doi":"10.3133/wri854086","usgsCitation":"Kircher, J.E., Choquette, A., and Richter, B.D., 1985, Estimation of natural streamflow characteristics in western Colorado: U.S. Geological Survey Water-Resources Investigations Report 85-4086, v, 28 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854086.","productDescription":"v, 28 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123157,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4086/report-thumb.jpg"},{"id":56875,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4086/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56876,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4086/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb279","contributors":{"authors":[{"text":"Kircher, J. E.","contributorId":11207,"corporation":false,"usgs":true,"family":"Kircher","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199107,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Choquette, Anne F.","contributorId":98323,"corporation":false,"usgs":true,"family":"Choquette","given":"Anne F.","affiliations":[],"preferred":false,"id":199109,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Richter, B. D.","contributorId":48518,"corporation":false,"usgs":true,"family":"Richter","given":"B.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199108,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27665,"text":"wri844204 - 1985 - An evaluation of the crest-stage gage program in Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri844204","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4204","title":"An evaluation of the crest-stage gage program in Louisiana","docAbstract":"The crest-stage gage program in Louisiana was evaluated to determine if the data were adequate for use in developing regional flood-frequency equations and to determine if any crest-stage gages could be discontinued. An abundance of data at many crest-stage stations and a lack of data for urban area and flat-slope areas indicated a need for a shift in the number, type, and locations of gages. Extensive correlations and comparisons of annual peak flows and watershed characteristics of 96 sites resulted in a reduced network of 25 stations that could potentially be used as index sites. The adequacy of the reduced network for development and verification of regional flood-frequency equations was tested by comparing a set of regional flood-frequency equations developed using data from the full network with a set developed using data from the reduced network. The results indicate that the crest-stage gage network can be reduced to 25 stations and still provide adequate information for future flood-frequency analyses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844204","usgsCitation":"Herbert, R., Carlson, D., and Wiche, G., 1985, An evaluation of the crest-stage gage program in Louisiana: U.S. Geological Survey Water-Resources Investigations Report 84-4204, v, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844204.","productDescription":"v, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4204/report-thumb.jpg"},{"id":56518,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4204/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684884","contributors":{"authors":[{"text":"Herbert, R.A.","contributorId":59449,"corporation":false,"usgs":true,"family":"Herbert","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":198497,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlson, D.D.","contributorId":10816,"corporation":false,"usgs":true,"family":"Carlson","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":198496,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wiche, G.J.","contributorId":90715,"corporation":false,"usgs":true,"family":"Wiche","given":"G.J.","affiliations":[],"preferred":false,"id":198498,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":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":28593,"text":"wri854036 - 1985 - Cost-effectiveness of the stream-gaging program in North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T10:22:00","indexId":"wri854036","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":"85-4036","title":"Cost-effectiveness of the stream-gaging program in North Carolina","docAbstract":"This report documents the results of a study of the cost-effectiveness of the stream-gaging program in North Carolina. Data uses and funding sources are identified for the 146 gaging stations currently operated in North Carolina with a budget of $777,600 (1984). As a result of the study, eleven stations are nominated for discontinuance and five for conversion from recording to partial-record status. Large parts of North Carolina 's Coastal Plain are identified as having sparse streamflow data. This sparsity should be remedied as funds become available. Efforts should also be directed toward defining the efforts of drainage improvements on local hydrology and streamflow characteristics. The average standard error of streamflow records in North Carolina is 18.6 percent. This level of accuracy could be improved without increasing cost by increasing the frequency of field visits and streamflow measurements at stations with high standard errors and reducing the frequency at stations with low standard errors. A minimum budget of $762,000 is required to operate the 146-gage program. A budget less than this does not permit proper service and maintenance of the gages and recorders. At the minimum budget, and with the optimum allocation of field visits, the average standard error is 17.6 percent.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854036","usgsCitation":"Mason, R., and Jackson, N., 1985, Cost-effectiveness of the stream-gaging program in North Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4036, vi, 109 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854036.","productDescription":"vi, 109 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":57422,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119749,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4036/report-thumb.jpg"}],"country":"United States","state":"North 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db68460d","contributors":{"authors":[{"text":"Mason, R.R.","contributorId":34520,"corporation":false,"usgs":true,"family":"Mason","given":"R.R.","affiliations":[],"preferred":false,"id":200080,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jackson, N.M.","contributorId":47375,"corporation":false,"usgs":true,"family":"Jackson","given":"N.M.","affiliations":[],"preferred":false,"id":200081,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28097,"text":"wri854215 - 1985 - Estimating annual suspended-sediment loads in the northern and central Appalachian Coal region","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri854215","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":"85-4215","title":"Estimating annual suspended-sediment loads in the northern and central Appalachian Coal region","docAbstract":"Multiple-regression equations were developed for estimating the annual suspended-sediment load, for a given year, from small to medium-sized basins in the northern and central parts of the Appalachian coal region. The regression analysis was performed with data for land use, basin characteristics, streamflow, rainfall, and suspended-sediment load for 15 sites in the region.\r\n\r\nTwo variables, the maximum mean-daily discharge occurring within the year and the annual peak discharge, explained much of the variation in the annual suspended-sediment load. Separate equations were developed employing each of these discharge variables.\r\n\r\nStandard errors for both equations are relatively large, which suggests that future predictions will probably have a low level of precision. This level of precision, however, may be acceptable for certain purposes. It is therefore left to the user to asses whether the level of precision provided by these equations is acceptable for the intended application.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854215","usgsCitation":"Koltun, G., 1985, Estimating annual suspended-sediment loads in the northern and central Appalachian Coal region: U.S. Geological Survey Water-Resources Investigations Report 85-4215, iv, 17 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854215.","productDescription":"iv, 17 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":121853,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4215/report-thumb.jpg"},{"id":56916,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4215/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcc1b","contributors":{"authors":[{"text":"Koltun, G. F. 0000-0003-0255-2960","orcid":"https://orcid.org/0000-0003-0255-2960","contributorId":49817,"corporation":false,"usgs":true,"family":"Koltun","given":"G. F.","affiliations":[],"preferred":false,"id":199212,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28590,"text":"wri844340 - 1985 - Development and calibration of a two-dimensional digital model for the analysis of the ground-water flow system in the San Antonio Creek Valley, Santa Barbara County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844340","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":"84-4340","title":"Development and calibration of a two-dimensional digital model for the analysis of the ground-water flow system in the San Antonio Creek Valley, Santa Barbara County, California","docAbstract":"A two-dimensional finite-difference model was used to simulate ground-water flow conditions in San Antonio Creek valley. The model was calibrated to simulate steady-state conditions as approximated by ground-water conditions in 1943 and transient conditions during the period 1944-77. The transmissivity of the aquifer and the vertical hydraulic conductivity of the confining bed underlying Barka Slough at the western edge of the basin were calibrated during the steady-stage simulation. Calibrated transmissivity values ranged from more than 20,000 feet squared per day along the axis of the valley to less than 100 feet squared per day along the perimeter. Net flux values (the difference between recharge and net discharge) along the San Antonio Creek channel were determined during the transient-state simulation by a least-squares calibration technique. Results of the calibration indicated that the net flux out of the system along the stream channel increased by about 4,030 acre-feet per year from 1943 to 1977. The model simulated that about 70 percent of the increase in net flux was derived from the reduction in ground-water discharge to Barka Slough and about 30 percent from water coming out of storage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844340","usgsCitation":"Martin, P., 1985, Development and calibration of a two-dimensional digital model for the analysis of the ground-water flow system in the San Antonio Creek Valley, Santa Barbara County, California: U.S. Geological Survey Water-Resources Investigations Report 84-4340, v, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844340.","productDescription":"v, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123641,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4340/report-thumb.jpg"},{"id":57419,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4340/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667269","contributors":{"authors":[{"text":"Martin, Peter pmmartin@usgs.gov","contributorId":799,"corporation":false,"usgs":true,"family":"Martin","given":"Peter","email":"pmmartin@usgs.gov","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":200076,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26949,"text":"wri854006 - 1985 - Wastewater application by spray irrigation on a field southeast of Tallahassee, Florida: Effects on ground-water quality and quantity, 1980-82","interactions":[],"lastModifiedDate":"2021-12-27T20:02:45.398935","indexId":"wri854006","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":"85-4006","title":"Wastewater application by spray irrigation on a field southeast of Tallahassee, Florida: Effects on ground-water quality and quantity, 1980-82","docAbstract":"<p>A field southeast of Tallahassee, Florida, used for land application of wastewater by spray irrigation was the site of a ground-water monitoring study to determine effects of spray irrigation on water-table elevations and ground-water quality. The study was conducted during 1980-82 in cooperation with the City of Tallahassee. The wastewater has relatively high concentrations of chloride, nitrogen, phosphorus, organic carbon , coliform bacteria, sodium, and potassium. These substances are usually attenuated before they can impact the ground water. However, increases in chloride and nitrate-nitrogen were evident in ground water in some of the monitoring wells during the study. Chloride concentrations increased five-fold or more in some wells directly affected by spray irrigation, and nitrate-nitrogen concentrations increased eight-fold or more. Ground-water levels in the area of the spray field fluctuated over a range of several feet. These fluctuations were affected somewhat by spray irrigation, but the primary control on water levels was rainfall. As of December 1982, constituents introduced to the system by spray irrigation of effluent had not exceeded drinking water standard in the ground water. However, the system had not yet stabilized and more changes in ground-water quality could be expected.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854006","usgsCitation":"Elder, J.F., Hunn, J.D., and Calhoun, C.W., 1985, Wastewater application by spray irrigation on a field southeast of Tallahassee, Florida: Effects on ground-water quality and quantity, 1980-82: U.S. Geological Survey Water-Resources Investigations Report 85-4006, v, 41 p., https://doi.org/10.3133/wri854006.","productDescription":"v, 41 p.","costCenters":[],"links":[{"id":393463,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36204.htm"},{"id":55837,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4006/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158248,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4006/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Tallahassee","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.22531127929688,\n              30.354508890918233\n            ],\n            [\n              -84.16763305664062,\n              30.354508890918233\n            ],\n            [\n              -84.16763305664062,\n              30.39123803561794\n            ],\n            [\n              -84.22531127929688,\n              30.39123803561794\n            ],\n            [\n              -84.22531127929688,\n              30.354508890918233\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49a0e4b07f02db5bdcdc","contributors":{"authors":[{"text":"Elder, J. F.","contributorId":54143,"corporation":false,"usgs":true,"family":"Elder","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197302,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hunn, J. D.","contributorId":20362,"corporation":false,"usgs":true,"family":"Hunn","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":197300,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Calhoun, C. W.","contributorId":41865,"corporation":false,"usgs":true,"family":"Calhoun","given":"C.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197301,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28169,"text":"wri844302 - 1985 - Documentation of a numerical code for the simulation of variable density ground-water flow in three dimensions","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844302","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":"84-4302","title":"Documentation of a numerical code for the simulation of variable density ground-water flow in three dimensions","docAbstract":"A numerical code is documented for the simulation of variable density time dependent groundwater flow in three dimensions. The groundwater density, although variable with distance, is assumed to be constant in time. The Integrated Finite Difference grid elements in the code follow the geologic strata in the modeled area. If appropriate, the determination of hydraulic head in confining beds can be deleted to decrease computation time. The strongly implicit procedure (SIP), successive over-relaxation (SOR), and eight different preconditioned conjugate gradient (PCG) methods are used to solve the approximating equations. The use of the computer program that performs the calculations in the numerical code is emphasized. Detailed instructions are given for using the computer program, including input data formats. An example simulation and the Fortran listing of the program are included. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844302","usgsCitation":"Kuiper, L., 1985, Documentation of a numerical code for the simulation of variable density ground-water flow in three dimensions: U.S. Geological Survey Water-Resources Investigations Report 84-4302, 90 p. :ill. ;28 cm., https://doi.org/10.3133/wri844302.","productDescription":"90 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":121578,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4302/report-thumb.jpg"},{"id":57003,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4302/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db63628c","contributors":{"authors":[{"text":"Kuiper, L.K.","contributorId":34557,"corporation":false,"usgs":true,"family":"Kuiper","given":"L.K.","email":"","affiliations":[],"preferred":false,"id":199327,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26620,"text":"wri844310 - 1985 - Effects of coal mining on the water quality and sedimentation of Lake Tuscaloosa and selected tributaries, North River basin, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:08:20","indexId":"wri844310","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":"84-4310","title":"Effects of coal mining on the water quality and sedimentation of Lake Tuscaloosa and selected tributaries, North River basin, Alabama","docAbstract":"Lake Tuscaloosa, a reservoir on North River, is the primary source of water supply for the city of Tuscaloosa, Alabama, and surrounding areas. Between October 1982 and September 1983, 14 sites in the North River basin were sampled to determine if surface coal mining has impacted the quality of water in the lake and selected tributaries. Water draining mined basins showed increases in specific conductance, sulfate concentrations , and dissolved and total recoverable iron and manganese concentrations after mining started in 1975. Although water in the reservoir has become more mineralized with only an estimated 5 percent of the basin mined, total dissolved solids concentrations are still very low, ranging from 28 to 35 milligrams per liter at the dam. The quality of water at most sites was, except for pH, iron, and manganese, within secondary drinking water standards. The pH of water from streams draining either mined or unmined basins was generally less than 6.5. Sedimentation has occurred at most measured lake cross sections since impoundment. However, natural factors such as steep overland and channel slopes, may cause more sedimentation in the lake from unmined basins than from coal mining in a different basin. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844310","usgsCitation":"Cole, E.F., 1985, Effects of coal mining on the water quality and sedimentation of Lake Tuscaloosa and selected tributaries, North River basin, Alabama: U.S. Geological Survey Water-Resources Investigations Report 84-4310, vi, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844310.","productDescription":"vi, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122925,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4310/report-thumb.jpg"},{"id":55490,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4310/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2fe4b07f02db616102","contributors":{"authors":[{"text":"Cole, E. F.","contributorId":13236,"corporation":false,"usgs":true,"family":"Cole","given":"E.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196724,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28155,"text":"wri854288_1985 - 1985 - Hydrogeology of the southwestern part of the Town of Hempstead, Nassau County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri854288_1985","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":"85-4288","title":"Hydrogeology of the southwestern part of the Town of Hempstead, Nassau County, New York","docAbstract":"The groundwater resources of the southwestern part of the Town of Hempstead in Nassau County, NY were investigated in 1984. The area studied encompasses 85 sq mi, or 68% of the town 's 125-sq mi area. The groundwater reservoir underlying the area consists of unconsolidated gravel, sand, silt, and clay of Holocene, Pleistocene, and Late Cretaceous age that have been divided into eight geologic units. The maximum total thickness of the unconsolidated deposits is about 1,500 ft. Precipitation is the sole source of groundwater recharge in the area. The average annual precipitation, as recorded at Valley Stream during 1927-83, was 42.62 in. The water table altitude in the 1980 's has recovered and equalled or exceeded that before the regional drought of 1962-66. The potentiometric surfaces in the Magothy and Lloyd aquifers are still somewhat below those before the drought but are recovering throughout most of the area. The report presents 10 maps showing the surface altitude of the geologic units as well as the potentiometric altitudes of the three major aquifers. Also included are six geologic sections, four hydrographs, and several graphs presenting the data that was collected. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854288_1985","usgsCitation":"Krulikas, R., 1985, Hydrogeology of the southwestern part of the Town of Hempstead, Nassau County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4288, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854288_1985.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123323,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_85_4288.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614b49","contributors":{"authors":[{"text":"Krulikas, R.K.","contributorId":81102,"corporation":false,"usgs":true,"family":"Krulikas","given":"R.K.","email":"","affiliations":[],"preferred":false,"id":199310,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27636,"text":"wri854105 - 1985 - Discharge ratings for control gates at Mississippi River Lock and Dam 11, Dubuque, Iowa","interactions":[],"lastModifiedDate":"2016-03-07T13:21:42","indexId":"wri854105","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":"85-4105","title":"Discharge ratings for control gates at Mississippi River Lock and Dam 11, Dubuque, Iowa","docAbstract":"<p>The water level of the navigation pools on the Mississippi River are maintained by the operation of tainter and roller gates at locks and dams. Discharge ratings for the gates on Lock and Dam 11, Dubuque, Iowa, were developed from current-meter discharge measurements made in the forebays. Methodology is given to accurately compute the vertical gate openings of the tainter gates. Discharge coeffients, in equations that express discharge as a function of tailwater depth, headwater depth, and vertical height of gate opening, were determined for conditions of submerged-orifice and free-weir flow. A comparison of the rating discharges to the theoretical rating discharges is given for submerged orifice flow for the tainter and roller gates.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/wri854105","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers, Rock Island District","usgsCitation":"Heinitz, A., 1985, Discharge ratings for control gates at Mississippi River Lock and Dam 11, Dubuque, Iowa: U.S. Geological Survey Water-Resources Investigations Report 85-4105, viii, 43 p.: ill., map; 28 cm., https://doi.org/10.3133/wri854105.","productDescription":"viii, 43 p.: ill., map; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":56500,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4105/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123171,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4105/report-thumb.jpg"}],"country":"United States","state":"Iowa","city":"Dubuque","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.65617561340332,\n              42.53663903267424\n            ],\n            [\n              -90.65617561340332,\n              42.545808728869076\n            ],\n            [\n              -90.6236457824707,\n              42.545808728869076\n            ],\n            [\n              -90.6236457824707,\n              42.53663903267424\n            ],\n            [\n              -90.65617561340332,\n              42.53663903267424\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64a9da","contributors":{"authors":[{"text":"Heinitz, A.J.","contributorId":62610,"corporation":false,"usgs":true,"family":"Heinitz","given":"A.J.","affiliations":[],"preferred":false,"id":198455,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27659,"text":"wri844336 - 1985 - Contributions of suspended sediment from highway construction and other land uses to the Olentangy River, Columbus, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844336","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":"84-4336","title":"Contributions of suspended sediment from highway construction and other land uses to the Olentangy River, Columbus, Ohio","docAbstract":"Highway construction within the Olentangy River flood plain in Columbus, Ohio, was projected to be a large source of suspended sediment to the river system. A monitoring program was begun by the U.S. Geological Survey in 1978 to quantify the implacts of construction process. Sediment information was collected daily at six gaging stations located above, below, and within the construction area. Yields of suspended sediment from the active construction area ranged from 9,580 to 15,700 tons per square mile per year. Surrounding suburban terrain yielded 428 to754 tons per square mile per year. However, the size of the construction project was small in comparison to the surrounding suburbs contributing sediment. No more than 4 percent of the yearly downstream suspended-sediment loads were produced by high-way construction during the monitoring periods.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844336","usgsCitation":"Helsel, D., 1985, Contributions of suspended sediment from highway construction and other land uses to the Olentangy River, Columbus, Ohio: U.S. Geological Survey Water-Resources Investigations Report 84-4336, iv, 31 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844336.","productDescription":"iv, 31 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123482,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4336/report-thumb.jpg"},{"id":56513,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4336/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698557","contributors":{"authors":[{"text":"Helsel, D.R.","contributorId":57448,"corporation":false,"usgs":false,"family":"Helsel","given":"D.R.","email":"","affiliations":[{"id":7242,"text":"Wisconsin Department of Natural Resources, Madison, WI, USA","active":true,"usgs":false}],"preferred":false,"id":198484,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":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":27901,"text":"wri854164 - 1985 - Chemical quality of ground water in Sacramento and Western Placer counties, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri854164","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":"85-4164","title":"Chemical quality of ground water in Sacramento and Western Placer counties, California","docAbstract":"Chemical quality of groundwater was investigated in Sacramento and western Placer Counties during the summer of 1982. Chemical analyses of water samples from 209 wells indicate that the groundwater is suitable for domestic and most agricultural uses. Water from wells near the Sacramento River and a few wells near Lincoln had high concentrations of dissolved solids and some trace elements. Although chemical water types varied, 53% of the wells had a combination of calcium magnesium bicarbonate water. More than 90% of the wells sampled had water with a low to medium sodium-salinity hazard when used for irrigation. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854164","usgsCitation":"Johnson, K.L., 1985, Chemical quality of ground water in Sacramento and Western Placer counties, California: U.S. Geological Survey Water-Resources Investigations Report 85-4164, iv, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854164.","productDescription":"iv, 50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121512,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4164/report-thumb.jpg"},{"id":56719,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4164/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e3c8f","contributors":{"authors":[{"text":"Johnson, K. L.","contributorId":75543,"corporation":false,"usgs":true,"family":"Johnson","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198871,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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}]}}
,{"id":28194,"text":"wri834241 - 1985 - Survey of Fena Reservoir, Island of Guam: Limnological reconnaissance","interactions":[],"lastModifiedDate":"2022-12-16T19:33:49.068075","indexId":"wri834241","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4241","title":"Survey of Fena Reservoir, Island of Guam: Limnological reconnaissance","docAbstract":"<p>During the limnological reconnaissance of Fena Reservoir, samples of the water columns and bottom sediment were obtained and analyzed at five locations within the reservoir. Major ion analyses of filtered surface water indicated that calcium and bicarbonate are the dominant cation and anion in the reservoir. Thermal stratification was recorded at all five locations. Temperature data indicated a distinct hypolimnion at three of the sampling locations below a depth of 8 meters. Vertical profiles of pH exhibited changes with depth as did conductivity. Marked clinograde distributions of dissolved osygen were evident at all but the shallowest locations. Inverse clinograde distributions of total phosphorus, dissolved nitrate plus nitrite and dissolved ammonia were observed at the two deepest stations. Total organic carbon had no distinct profile and had an average concentration of 13.8 milligrams per liter. Data are also provided for nutrient analysis of the sediment.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834241","usgsCitation":"LaBaugh, J.W., 1985, Survey of Fena Reservoir, Island of Guam: Limnological reconnaissance: U.S. Geological Survey Water-Resources Investigations Report 83-4241, iii, 17 p., https://doi.org/10.3133/wri834241.","productDescription":"iii, 17 p.","costCenters":[],"links":[{"id":57032,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4241/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159166,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4241/report-thumb.jpg"},{"id":410641,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35878.htm","linkFileType":{"id":5,"text":"html"}}],"otherGeospatial":"Fena Reservoir, Guam","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              144.7556170106963,\n              13.402869576401343\n            ],\n            [\n              144.7556170106963,\n              13.2781588435151\n            ],\n            [\n              144.79727202845658,\n              13.2781588435151\n            ],\n            [\n              144.79727202845658,\n              13.402869576401343\n            ],\n            [\n              144.7556170106963,\n              13.402869576401343\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688823","contributors":{"authors":[{"text":"LaBaugh, J. W.","contributorId":23484,"corporation":false,"usgs":true,"family":"LaBaugh","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199373,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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