{"pageNumber":"1543","pageRowStart":"38550","pageSize":"25","recordCount":40797,"records":[{"id":27894,"text":"wri812 - 1980 - Temperature and solute-transport simulation in streamflow using a Lagrangian reference frame","interactions":[],"lastModifiedDate":"2018-11-02T10:26:27","indexId":"wri812","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"81-2","title":"Temperature and solute-transport simulation in streamflow using a Lagrangian reference frame","docAbstract":"<p>A computer program for simulating one-dimensional, unsteady temperature and solute transport in a river has been developed and documented for general use. The solution approach to the convective-diffusion equation uses a moving reference frame (Lagrangian) which greatly simplifies the mathematics of the solution procedure and dramatically reduces errors caused by numerical dispersion. The solution procedure has the further advantages, relative to conventional Eulerian solution schemes, of being easy to understand in the physical sense, of being extremely stable numerically, and of providing an accounting system which is very useful for model calibration.</p><p>The model documentation is presented as a series of four programs of increasing complexity. The conservative transport model can be used to route a single conservative substance, such as dye, through a reach of a river. The simplified temperature model is used to predict water temperature in rivers, either with or without thermal loading, when few meteorological data are available. Only equilibrium temperature and windspeed are required. It is suggested that air temperature can be used to approximate equilibrium temperature. The complete temperature model is highly accurate but requires rather complete meteorological data. Finally, the 10-parameter model can be used to route as many as 10 interacting constituents through a river reach. The mathematical description of the interaction between the constituents, which does not need to be linear, is generally up to the user to supply. An example problem is solved for a three-parameter system involving temperature, dissolved oxygen, and biochemical oxygen demand.</p><p>For simplicity, all models are developed and presented assuming steady non-uniform flow. Generalization of the models to allow unsteady flow is extremely simple, involving the addition of no more than 18 cards to the program deck. The report is concluded by describing this generalization for any of the models. Before using the models with unsteady flow, a flow model must be used to calculate and store the necessary flow data at each cross section and time step. Such a flow model is available and documented.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri812","usgsCitation":"Jobson, H.E., 1980, Temperature and solute-transport simulation in streamflow using a Lagrangian reference frame: U.S. Geological Survey Water-Resources Investigations Report 81-2, ix, 165 p., https://doi.org/10.3133/wri812.","productDescription":"ix, 165 p.","costCenters":[],"links":[{"id":359109,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0002/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158708,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0002/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685762","contributors":{"authors":[{"text":"Jobson, Harvey E.","contributorId":27032,"corporation":false,"usgs":true,"family":"Jobson","given":"Harvey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198861,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27584,"text":"wri8087 - 1980 - Evaluation of peak-flow data network of small streams in Missouri","interactions":[],"lastModifiedDate":"2019-07-10T09:56:19","indexId":"wri8087","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-87","title":"Evaluation of peak-flow data network of small streams in Missouri","docAbstract":"Standard regression models were used as a tool to evaluate the transferability of streamflow characteristics for the small-streams network in Missouri. Station records were divided into segments and tested for adequacy of record length and sample size for two physiographic regions. The standard error of estimate for each calibrated regression model, using increasing record lengths, was compared against the longest period of record in both tests. Results of the study indicate that an increase in the length of small-area streamflow records or additional sampling sites in the data network will not substantially improve the standard error of estimate of the regression model. Therefore, it is recommended that the current (1980) crest-stage network be reduced to a sample large enough to measure the long-term trend and provide information for future capabilities in the field of small-streams hydrology. It is also recommended that additional research be carried out to determine additional variables which could be used to predict floodflows and other types of regression models. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8087","usgsCitation":"Hauth, L.D., 1980, Evaluation of peak-flow data network of small streams in Missouri: U.S. Geological Survey Water-Resources Investigations Report 80-87, iii, 38 p. , https://doi.org/10.3133/wri8087.","productDescription":"iii, 38 p. ","costCenters":[],"links":[{"id":158855,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0087/report-thumb.jpg"},{"id":365429,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0087/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fac6e","contributors":{"authors":[{"text":"Hauth, Leland D.","contributorId":17219,"corporation":false,"usgs":true,"family":"Hauth","given":"Leland","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":198367,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27574,"text":"wri807 - 1980 - Hydrology and model study of the proposed Prosperity Reservoir, Center Creek Basin, southwestern Missouri","interactions":[],"lastModifiedDate":"2018-11-15T10:41:47","indexId":"wri807","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-7","title":"Hydrology and model study of the proposed Prosperity Reservoir, Center Creek Basin, southwestern Missouri","docAbstract":"<p>A dam and reservoir have been proposed for construction on Center Creek, Jasper County, in southwestern Missouri. Ground-water levels in the hills adjacent to the reservoir will rise when the impoundment is completed. One of the problems is that the proposed site of Prosperity Reservoir is a few miles upstream from the lead-zinc mining area known as the Oronogo-Duenweg belt. In this belt transmissivities are variable but appear to be higher than they are in the immediate area of the reservoir.</p><p>Grove Creek lies down-gradient from the reservoir area and separates it from the mining belt. A model study indicates that inflow from the proposed reservoir to the water table could cause water level rises varying from about 20 feet near the reservoir to 0.5 to 1.0 foot in the southern part of Grove Creek drainage basin. These rises will cause significant changes to the natural ground-water flow system. Increased ground-water elevations in the reservoir area could result in increased ground-water gradients and discharge to Grove and Center Creeks. The increase in ground-water discharge to Grove Creek, and in turn Center Creek, will have the beneficial effect of diluting mine-water discharge from the Oronogo-Duenweg belt during periods of low flow.</p><p>However, if Grove Creek does not act as an effective drain and if conduits extend beneath Grove Creek to transfer the increased water available to the Oronogo-Duenweg belt, the flow regimen could change in the mining belt west of Grove Creek increasing mine-water discharge to Center Creek downstream from the reservoir.</p><p>Bedrock in the area is Mississippian limestone, the deeply solutioned formation that contained the ore deposits. The limestone in the mining&nbsp;district was greatly altered by solution prior to ore deposition while the limestone in the area of the reservoir was altered less. The extent of the alteration is related to the aquifer characteristics in that high and low values of transmissivity and storage coefficient correspond to greatly altered brecciated rocks in the mining district and less altered, less brecciated rocks in the reservoir area, respectively.</p><p>The authors suggest that an ancestral east-flowing White River drained the area about Joplin in Late Mississippian time. This is based on the configuration of the contact between Meramecian and Osagean rocks of Mississippian age. A high topographic area existed in the region about Joplin in which the water table stood 200 feet below the land surface when sinkholes and caverns of that depth were formed. The large number of Pennsylvanian-filled sinkholes in the Joplin area and the smaller number to the east suggest a higher land surface to the west than that to the east. The distribution of paleokarst sinkholes supports the conclusion based on the configuration of the Meramecian-Osagean contact.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri807","usgsCitation":"Harvey, E.J., and Emmett, L.F., 1980, Hydrology and model study of the proposed Prosperity Reservoir, Center Creek Basin, southwestern Missouri: U.S. Geological Survey Water-Resources Investigations Report 80-7, iv, 50 p., https://doi.org/10.3133/wri807.","productDescription":"iv, 50 p.","costCenters":[],"links":[{"id":359448,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0007/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158912,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0007/report-thumb.jpg"}],"country":"United States","state":"Missouri","otherGeospatial":"Center Creek Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.61700439453125,\n              36.75759058319245\n            ],\n            [\n              -93.592529296875,\n              36.75759058319245\n            ],\n            [\n              -93.592529296875,\n              37.56961676185728\n            ],\n            [\n              -94.61700439453125,\n              37.56961676185728\n            ],\n            [\n              -94.61700439453125,\n              36.75759058319245\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605176","contributors":{"authors":[{"text":"Harvey, Edward Joseph","contributorId":32131,"corporation":false,"usgs":true,"family":"Harvey","given":"Edward","email":"","middleInitial":"Joseph","affiliations":[],"preferred":false,"id":198354,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Emmett, Leo F.","contributorId":67130,"corporation":false,"usgs":true,"family":"Emmett","given":"Leo","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198355,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27539,"text":"wri8031 - 1980 - Computer-model analysis of the use of Delaware River water to supplement water from the Potomac-Raritan-Magothy aquifer system in southern New Jersey","interactions":[],"lastModifiedDate":"2024-01-09T22:37:42.168868","indexId":"wri8031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-31","title":"Computer-model analysis of the use of Delaware River water to supplement water from the Potomac-Raritan-Magothy aquifer system in southern New Jersey","docAbstract":"<p>A computer model of the Potomac-Raritan-Magothy aquifer system was used to simulate the effects of supplementing ground water with water from the Delaware River. Replacement of ground water pumpage with surface water in a 150-square-mile area near Camden, N.J., was simulated. Artificial recharge of surface water was also simulated in the same area. A series of nine simulations was made. The simulations include the period 1974 to 2000. Two projections for water use were used. Also, in some of the model simulations a line of injection wells was simulated to prevent movement of saline water into pumping centers.</p><p><br></p><p>The simulations indicate that heads will be as much as 100 feet higher in the year 2000 near the 150-square-mile area than that if ony ground water would be used without supplement of surface water. In the model simulations, heads recover upon application of surface water, but start declining again within 2 years. The rate of head decline after suface-water application is slower than before the application.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8031","collaboration":"Prepared in cooperation with the Delaware River Basin Commission","usgsCitation":"Harbaugh, A.W., Luzier, J., and Stellerine, F., 1980, Computer-model analysis of the use of Delaware River water to supplement water from the Potomac-Raritan-Magothy aquifer system in southern New Jersey: U.S. Geological Survey Water-Resources Investigations Report 80-31, v, 41 p., https://doi.org/10.3133/wri8031.","productDescription":"v, 41 p.","numberOfPages":"48","onlineOnly":"Y","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":424244,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35401.htm","linkFileType":{"id":5,"text":"html"}},{"id":263109,"rank":3,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/1980/0031/","linkFileType":{"id":5,"text":"html"}},{"id":158556,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_80_31.gif"},{"id":263110,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0031/pdf/wrir80-31.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Jersey","otherGeospatial":"Potomac-Raritan-Magothy aquifer system","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -75.07216673007737,\n              38.86962292904593\n            ],\n            [\n              -75.64524022032376,\n              39.53519794116099\n            ],\n            [\n              -74.85385301950718,\n              40.66581509733666\n            ],\n            [\n              -73.9411320018813,\n              40.4353166131979\n            ],\n            [\n              -73.93576328035066,\n              39.76555827545053\n            ],\n            [\n              -74.47603929826951,\n              39.16200365839697\n            ],\n            [\n              -74.71666672581016,\n              38.90972928033072\n            ],\n            [\n              -75.07216673007737,\n              38.86962292904593\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6315","contributors":{"authors":[{"text":"Harbaugh, Arlen W. harbaugh@usgs.gov","contributorId":426,"corporation":false,"usgs":true,"family":"Harbaugh","given":"Arlen","email":"harbaugh@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":198284,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luzier, J. E.","contributorId":7687,"corporation":false,"usgs":true,"family":"Luzier","given":"J. E.","affiliations":[],"preferred":false,"id":198285,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stellerine, Flavian","contributorId":81146,"corporation":false,"usgs":true,"family":"Stellerine","given":"Flavian","email":"","affiliations":[],"preferred":false,"id":198286,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27399,"text":"wri8019 - 1980 - Comparison of tracer methods and predictive equations for determination of stream-reaeration coefficients on three small streams in Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T15:09:55","indexId":"wri8019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-19","title":"Comparison of tracer methods and predictive equations for determination of stream-reaeration coefficients on three small streams in Wisconsin","docAbstract":"<p>Four modified nonradioactive-tracer methods and 20 predictive equations for determination of stream-reaeration coefficients in three small Wisconsin streams were compared with the radioactive-tracer method developed by Tsivoglou.</p>\n<p>Of the four modified-tracer techniques, the propane-area technique, which measures the total weight of propane gas passing stream-sampling stations, yielded the least mean absolute difference of 11.0 percent compared with the radioactive-tracer method. The propane peak concentration, ethylene peak concentration, and ethylene total weight methods gave mean absolute differences of 18, 21, and 26 percent, respectively.</p>\n<p>The top five ranking predictive equations were as follows: Tsivoglou-Neal with 18 percent mean error, Negulescu-Rojanski with 21 percent, Padden-Gloyna with 23 percent, Thackston-Krenkel with 29 percent, and Bansal with 32 percent. (USGS).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8019","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Grant, R.S., and Skavroneck, S., 1980, Comparison of tracer methods and predictive equations for determination of stream-reaeration coefficients on three small streams in Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 80-19, iv, 36 p., https://doi.org/10.3133/wri8019.","productDescription":"iv, 36 p.","numberOfPages":"43","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":56259,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0019/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119970,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0019/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Dane County,  Grant County, La Crosse County","otherGeospatial":"Black Earth Creek, Bonner Branch, Halfway 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R. Stephen","contributorId":83125,"corporation":false,"usgs":true,"family":"Grant","given":"R.","email":"","middleInitial":"Stephen","affiliations":[],"preferred":false,"id":198050,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Skavroneck, Steven","contributorId":53843,"corporation":false,"usgs":true,"family":"Skavroneck","given":"Steven","email":"","affiliations":[],"preferred":false,"id":198049,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27347,"text":"wri8038 - 1980 - Calibration and potential uses of a digital water-quality model for the Arkansas River in Pueblo County, Colorado","interactions":[],"lastModifiedDate":"2019-12-05T08:47:35","indexId":"wri8038","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-38","title":"Calibration and potential uses of a digital water-quality model for the Arkansas River in Pueblo County, Colorado","docAbstract":"<p>The U.S. Geological Survey conducted a 1-year study to calibrate and demonstrate the use of a steady-state water quality model for a 42-mile reach of the Arkansas River in Pueblo County, Colo. Based on the calibration, the model is capable of accurately predicting concentrations of carbonaceous biochemical oxygen demand, total organic nitrogen, total nitrite, and total orthophosphate; predicted concentrations of total ammonia, total nitrate, and dissolved oxygen will be somewhat less accurate. Additional data are needed to determine the model's capability to predict concentrations of coliform bacteria. Potential uses of the model were demonstrated by simulating the effects of different waste water discharges on streamflow quality, using water-quality and stream-discharge data provided by the Pueblo Area Council of Governments. Selected results for carbonaceous biochemical oxygen demand and total ammonia from three simulations illustrate the capability of the model. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8038","usgsCitation":"Goddard, K.E., 1980, Calibration and potential uses of a digital water-quality model for the Arkansas River in Pueblo County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 80-38, v, 87 p. , https://doi.org/10.3133/wri8038.","productDescription":"v, 87 p. ","costCenters":[],"links":[{"id":158764,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0038/report-thumb.jpg"},{"id":369949,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0038/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States ","state":"Colorado","county":"Pueblo County","otherGeospatial":"Arkansas River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -105.01007080078125,\n              38.10646650598286\n            ],\n            [\n              -103.79058837890625,\n              38.10646650598286\n            ],\n            [\n              -103.79058837890625,\n              38.40840605494758\n            ],\n            [\n              -105.01007080078125,\n              38.40840605494758\n            ],\n            [\n              -105.01007080078125,\n              38.10646650598286\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f95b1","contributors":{"authors":[{"text":"Goddard, Kimball E.","contributorId":24348,"corporation":false,"usgs":true,"family":"Goddard","given":"Kimball","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197955,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27342,"text":"wri8049 - 1980 - Reconnaissance snow survey of the National Petroleum Reserve in Alaska, April-May 1979","interactions":[],"lastModifiedDate":"2019-07-09T13:00:59","indexId":"wri8049","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-49","title":"Reconnaissance snow survey of the National Petroleum Reserve in Alaska, April-May 1979","docAbstract":"Moderately low snowfall and an early and abrupt spring thaw resulted in removal of most of the snow cover from the National Petroleum Reserve in Alaska (NPRA) before the snow survey of April 30 through May 2, 1979. Logistical problems and lack of snow permitted sampling at only seven sites. The average snow depth (0.263 meter) was approximately 60% of that measured in the 1977 and 1978 surveys. Snow density in 1979 averaged 337 kilograms per cubic meter and water equivalent averaged 0.088 meter. These two values are about 110% and 70%, respectively, of values for those characteristics in 1977-78. The average temperature of -5.2 Celsius at the base of the snowpack was about 6 Celsius higher than in the previous surveys. Extensive recent slab avalanche activity was noted in the Brooks Range. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8049","usgsCitation":"Glude, W.J., and Sloan, C.E., 1980, Reconnaissance snow survey of the National Petroleum Reserve in Alaska, April-May 1979: U.S. Geological Survey Water-Resources Investigations Report 80-49, iii, 13 p. , https://doi.org/10.3133/wri8049.","productDescription":"iii, 13 p. ","costCenters":[],"links":[{"id":365384,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0049/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158875,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0049/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"National Petroleum Reserve","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -158.84033203125,\n              68.47186403726954\n            ],\n            [\n              -149.4140625,\n              68.47186403726954\n            ],\n            [\n              -149.4140625,\n              71.335983102213\n            ],\n            [\n              -158.84033203125,\n              71.335983102213\n            ],\n            [\n              -158.84033203125,\n              68.47186403726954\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c2cd","contributors":{"authors":[{"text":"Glude, William J.","contributorId":60684,"corporation":false,"usgs":true,"family":"Glude","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197947,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sloan, Charles E.","contributorId":74364,"corporation":false,"usgs":true,"family":"Sloan","given":"Charles","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197948,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26892,"text":"wri8039 - 1980 - Simulated water-level declines near Marienthal, west-central Kansas","interactions":[],"lastModifiedDate":"2017-12-06T13:40:03","indexId":"wri8039","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-39","title":"Simulated water-level declines near Marienthal, west-central Kansas","docAbstract":"<p>Intensive study in an area of 12-square miles near Marienthal, Kansas, has shown a decrease of 30 to 50 percent in saturated thickness of the Ogallala Formation since the development of irrigation. Projections from a digital model indicated the additional water-level declines that might occur from 1978 to 1989 if the pumpage in the model area was assumed to be one-half, equal to, or double the 1977 rate. The additional declines would range from 5 to 15 feet, 15 to 30 feet, and 25 to 40 feet, respectively. If pumpage only in the intensive-study area were assumed to be one-half or double the 1977 rate, water-level declines would range from 10 to 20 feet and from 20 to 25 feet, respectively. Reducing pumpage only in the intensive-study area could reduce the water-level declines locally. However, declines would be greatest near the edge of the area as a result of continued pumpage by wells outside the area boundary.</p><p>The digital model was more sensitive to changes in pumpage than to changes in hydraulic conductivity, specific yield, and recharge.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8039","usgsCitation":"Dunlap, L.E., 1980, Simulated water-level declines near Marienthal, west-central Kansas: U.S. Geological Survey Water-Resources Investigations Report 80-39, iv, 15 p., https://doi.org/10.3133/wri8039.","productDescription":"iv, 15 p.","numberOfPages":"23","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":349799,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0039/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157464,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0039/report-thumb.jpg"}],"country":"United States","state":"Kansas","county":"Scott County, Wichita County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -101.5,\n              38.25\n            ],\n            [\n              -101,\n              38.25\n            ],\n            [\n              -101,\n              38.75\n            ],\n            [\n              -101.5,\n              38.75\n            ],\n            [\n              -101.5,\n              38.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649389","contributors":{"authors":[{"text":"Dunlap, Lloyd E.","contributorId":92261,"corporation":false,"usgs":true,"family":"Dunlap","given":"Lloyd","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197200,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26890,"text":"wri8091 - 1980 - Geohydrology and model analysis for water-supply management in a small area of west-central Kansas","interactions":[],"lastModifiedDate":"2018-01-09T13:51:42","indexId":"wri8091","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-91","title":"Geohydrology and model analysis for water-supply management in a small area of west-central Kansas","docAbstract":"<p>The Ogallala Formation in the intensive-study area, an area of 12 square miles in northeastern Wichita County, west-central Kansas, has had a substantial decrease in saturated thickness since the development of irrigation. The annual water-level decline during 1950-78 ranged from 1.08 to 2.22 feet per year.</p><p>The hydrologic system was investigated to study methods of conserving the remaining ground water in the intensive-study area. During 1977-78, the average annual ground-water withdrawal was 7,400 acre-feet, and the water-level decline ranged from 0.91 to 5.05 feet. The saturated thickness in 1977 ranged from about 40 to 80 feet, and aquifer storage was about 61,000 acre-feet. Natural recharge is estimated to be 0.28 inch per year.</p><p>Projections from a digital ground-water flow model were used to indicate the additional water-level decline that might occur from 1978 to 1988 if pumpages in the 480-square-mile model area were one-half, equal to, or double the 1977 pumpage rate. The additional water-level declines in the intensive-study area would range from 5 to 15 feet if pumpages were one-half, 15 to 30 feet if pumpages were equal to, and 25 to 40 feet if pumpages were double the 1977 rate. Projections also were used to indicate the water-level declines if pumpages in the model area were equal to the 1977 rate and if pumpages in the intensive-study area were one-half or double the 1977 rate. Additional water-level declines in the intensive-study area would range from 10 to 20 feet if pumpages were one-half and from 20 to 25 feet if pumpages were doubled. Decreased pumpage in the area could reduce the water-level declines, but continued pumpage in adjacent areas would cause declines to be greater near the edge than near the center.</p><p>The digital model was more sensitive to changes in pumpage than to changes in hydraulic conductivity, specific yield, and recharge.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8091","usgsCitation":"Dunlap, L.E., Kume, J., and Thomas, J.G., 1980, Geohydrology and model analysis for water-supply management in a small area of west-central Kansas: U.S. Geological Survey Water-Resources Investigations Report 80-91, 59 p., https://doi.org/10.3133/wri8091.","productDescription":"59 p.","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":157449,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0091/report-thumb.jpg"},{"id":350407,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0091/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-101.485,38.7002],[-101.1293,38.7001],[-101.1254,38.264],[-101.5405,38.2631],[-101.5669,38.2633],[-101.5694,38.7004],[-101.485,38.7002]]]},\"properties\":{\"name\":\"Wichita\",\"state\":\"KS\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d01","contributors":{"authors":[{"text":"Dunlap, Lloyd E.","contributorId":92261,"corporation":false,"usgs":true,"family":"Dunlap","given":"Lloyd","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197194,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kume, Jack","contributorId":100843,"corporation":false,"usgs":true,"family":"Kume","given":"Jack","email":"","affiliations":[],"preferred":false,"id":197196,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thomas, James G.","contributorId":75573,"corporation":false,"usgs":true,"family":"Thomas","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197195,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26848,"text":"wri801 - 1980 - Calibration of a distributed routing rainfall-runoff model at four urban sites near Miami, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri801","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1","title":"Calibration of a distributed routing rainfall-runoff model at four urban sites near Miami, Florida","docAbstract":"Urban stormwater data from four Miami, Fla. catchments were collected and compiled by the U.S. Geological Survey and were used for testing the applicability of deterministic modeling for characterizing stormwater flows from small land-use areas. A description of model calibration and verification is presented for: (1) A 40.8 acre single-family residential area, (2) a 58.3-acre highway area, (3) a 20.4-acre commercial area, and (4) a 14.7-acre multifamily residential area. Rainfall-runoff data for 80, 108, 114, and 52 storms at sites, 1, 2, 3, and 4, respectively, were collected, analyzed, and stored on direct-access files. Rainfall and runoff data for these storms (at 1-minute time intervals) were used in flow-modeling simulation analyses. A distributed routing Geological Survey rainfall-runoff model was used to determine rainfall excess and route overland and channel flows at each site. Optimization of soil-moisture- accounting and infiltration parameters was performed during the calibration phases. The results of this study showed that, with qualifications, an acceptable verification of the Geological Survey model can be achieved. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division, Gulf Coast Hydroscience Center, National Space Technology Laboratories,","doi":"10.3133/wri801","usgsCitation":"Doyle, W.H., and Miller, J.E., 1980, Calibration of a distributed routing rainfall-runoff model at four urban sites near Miami, Florida: U.S. Geological Survey Water-Resources Investigations Report 80-1, vii, 87 p. :ill., maps ;29 cm., https://doi.org/10.3133/wri801.","productDescription":"vii, 87 p. :ill., maps ;29 cm.","costCenters":[],"links":[{"id":118948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0001/report-thumb.jpg"},{"id":55738,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0001/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9522","contributors":{"authors":[{"text":"Doyle, W. Harry Jr.","contributorId":55399,"corporation":false,"usgs":true,"family":"Doyle","given":"W.","suffix":"Jr.","email":"","middleInitial":"Harry","affiliations":[],"preferred":false,"id":197111,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Jeffrey E.","contributorId":76717,"corporation":false,"usgs":true,"family":"Miller","given":"Jeffrey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197112,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26677,"text":"wri8069 - 1980 - A limnological study of 43 selected Maine lakes","interactions":[],"lastModifiedDate":"2020-11-04T18:07:14.985646","indexId":"wri8069","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-69","title":"A limnological study of 43 selected Maine lakes","docAbstract":"<p><span>Federal and State legislation require the trophic clas</span><span>sification of lakes and ponds in the State of Maine as part </span><span>of a lake management program. In 1974, the State of Maine </span><span>Department of Environmental Protection (DEP) adopted a pre</span><span>liminary set of procedures for establishing an index of lake </span><span>trophic status. Also in 1974, this three-year study of </span><span>selected Maine lakes was initiated to evaluate and improve </span><span>this trophic classification system. </span></p><p><span>Analyses of project results led to the following rec-commendations for modifications in Maine's lake-management program. Lake trophic state should be established using a mean annual value of twice monthly observations of chlorophyll a in epilimnetic waters during the open-water season. Actual Trophic State Index (TSI) values for lakes are calculated using the formula: TSI = 77.7 - 27.3 (log annual mean chlorophyll a, in mg/L). In lakes with colors less than or equal to TO platinum-cobalt units, mean annual Secchi disk transparencies may be used for calculation of lake TSI using the formula: TSI = 40.0 + 33.0 (log annual10mean Secchi disk, in meters).</span></p><p><span>Supplemental information recommended for inclusion in the lake management program should include: morphological, hydrologic, and geologic data; baseline profile water-quality surveys; and benthic invertebrate, vegetation, and cultural surveys. Another recommendation is to change DEP's method of calculating the mean annual runoff for a lake drainage basin to an empirical formula based on drainage area characteristics. This resulted in more accurate estimations of mean annual hydraulic retention times for lakes. Many of these parameters recommended for inclusion in the lake management program will allow comparisons with future surveys to determine the impacts of cultural development on Maine lakes. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8069","collaboration":"Prepared in cooperation with the Maine Department of Environmental Protection","usgsCitation":"Cowing, D.J., and Scott, M., 1980, A limnological study of 43 selected Maine lakes: U.S. Geological Survey Water-Resources Investigations Report 80-69, vi, 132 p., https://doi.org/10.3133/wri8069.","productDescription":"vi, 132 p.","costCenters":[],"links":[{"id":380155,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0069/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158116,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0069/report-thumb.jpg"}],"country":"United 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,{"id":26465,"text":"wri8082 - 1980 - Waste-assimilation capacity of the Arkansas River in Pueblo County, Colorado, as it relates to water-quality guidelines and stream classification","interactions":[],"lastModifiedDate":"2018-11-02T10:33:24","indexId":"wri8082","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-82","title":"Waste-assimilation capacity of the Arkansas River in Pueblo County, Colorado, as it relates to water-quality guidelines and stream classification","docAbstract":"<p>The waste-assimilation capacity of a 42-mile reach of the Arkansas River in Pueblo County, Colo., was evaluated using a one-dimensional steady-state water-quality model. The model was calibrated and verified using hydraulic and water-quality data collected in 1976 and 1979. The water-quality con-stituents modeled were 5-day carbonaceous biochemical oxygen demand, total organic nitrogen, total ammonia, total nitrite, total nitrate, and dissolved oxygen. Model calibration was acceptable for all constituents except total organic nitrogen, and verification was acceptable for all constituents except total organic nitrogen and total nitrite. A relationship between nonionized and total ammonia was defined to provide simulation capability for nonionized ammonia.</p><p>The model was used to simulate the water-quality effects of 63 combinations of wastewater treatment. The water-quality effects were evaluated with respect to water-quality guidelines that may be applied based on possible stream-use classifications. Model simulations were based on a 7-day low flow with a 10-year recurrence interval that occurs between August 15 and October 15 and on a winter low-flow period that occurs as a result of upstream storage of water.</p><p>The mixing zone downstream from the Pueblo Wastewater Treatment Plant outfall was evaluated to determine where the water-quality guidelines should apply for the model simulations. Complete lateral mixing of the effluent from the Pueblo Wastewater Treatment Plant occurred 2.7 river miles downstream from the outfall.</p><p>Model simulations indicated a water-quality guideline of 0.06 milligram per liter nonionized ammonia nitrogen would be exceeded at the end of the mixing zone for Q7,10 conditions with secondary treatment at the Pueblo Wastewater Treatment Plant and a projected effluent discharge for the year 2000, and that a water-quality guideline of 0.5 milligram per liter total&nbsp;nitrite nitrogen would be exceeded for winter conditions and the same waste-water-treatment possibility. Wastewater-treatment possibilities with a pro-jected discharge for the year 2000 which would result in both water-quality guidelines being met include land application of treated effluent and advanced secondary treatment at the Pueblo Wastewater Treatment Plant with conversion of ammonia to nitrate to result in an effluent total ammonia nitrogen concentration of 5.4 to 10.6 milligrams per liter, depending on the quality of effluent from the downstream discharge from the CF&amp;I Steel Corp.</p><p>Model simulations also included an evaluation of flow augmentation necessary to meet a water-quality guideline of 0.06 milligram per liter non-ionized ammonia nitrogen. The evaluation was made for the n,7,10 period, secondary treatment at the Pueblo Wastewater Treatment Plant with a projected discharge for the year 2000, and effluent water quality at a downstream discharge which could contain twice the estimated ammonia concentration allowable for best available technology treatment for the iron and steel industry. The flow augmentation necessary to meet the water-quality guideline, based on the model simulations, is approximately 140 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8082","usgsCitation":"Cain, D., Baldridge, D., and Edelmann, P., 1980, Waste-assimilation capacity of the Arkansas River in Pueblo County, Colorado, as it relates to water-quality guidelines and stream classification: U.S. Geological Survey Water-Resources Investigations Report 80-82, vii, 104 p., https://doi.org/10.3133/wri8082.","productDescription":"vii, 104 p.","costCenters":[],"links":[{"id":158308,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0082/report-thumb.jpg"},{"id":359114,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","county":"Pueblo County","otherGeospatial":"Arkansas River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -104.76150512695312,\n              38.135636748588574\n            ],\n            [\n              -104.09957885742188,\n              38.135636748588574\n            ],\n            [\n              -104.09957885742188,\n              38.36534867623901\n            ],\n            [\n              -104.76150512695312,\n              38.36534867623901\n            ],\n            [\n              -104.76150512695312,\n              38.135636748588574\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd46a","contributors":{"authors":[{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":196443,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Baldridge, Duaina","contributorId":100889,"corporation":false,"usgs":true,"family":"Baldridge","given":"Duaina","email":"","affiliations":[],"preferred":false,"id":196442,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Edelmann, Patrick","contributorId":86305,"corporation":false,"usgs":true,"family":"Edelmann","given":"Patrick","affiliations":[],"preferred":false,"id":196441,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26416,"text":"wri8046 - 1980 - Hydrologic analysis of the proposed Badger-Beaver Creeks artificial-recharge project: Morgan County, Colorado","interactions":[],"lastModifiedDate":"2022-01-12T21:29:23.400082","indexId":"wri8046","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-46","title":"Hydrologic analysis of the proposed Badger-Beaver Creeks artificial-recharge project: Morgan County, Colorado","docAbstract":"<p>A hydrologic analysis of the proposed Badger-Beaver Creeks artificial-recharge project in Morgan County, Colo., was made with the aid of three digital computer models: A canal-distribution model, a ground-water flow model, and a stream-aquifer model. Statistical summaries of probable diversions from the South Platte River based on a 27-year period of historical flows indicate that an average-annual diversion of 96,000 acre-feet and a median-annual diversion of 43,000 acre-feet would be available. Diversions would sustain water in ponds for waterfowl habitat for an average of about five months per year, with a miximum pond surface area of about 300 acres with the median diversions and a maximum pond surface area of about 1,250 acres at least one-half of the years with the historic diversions. If the annual diversion were 43,000 acre-feet, recharge to the two alluvial aquifers would raise water levels sufficiently to create flowing streams in the channels of Beaver and Badger Creeks while allowing an increase in current ground-water pumping. The only area of significant waterlogging would be along the proposed delivery canal on the west edge of Badger Creek valley. If the total water available were diverted, the aquifer system could not transmit the water fast enough to the irrigation areas to avoid considerable waterlogging in the recharge areas. The impact of the proposed project on the South Platte River basin would be minimal once the ground-water system attained steady-state conditions, but that may take decades with a uniform diversion of the 43,000 acre-feet annually.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8046","usgsCitation":"Burns, A.W., 1980, Hydrologic analysis of the proposed Badger-Beaver Creeks artificial-recharge project: Morgan County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 80-46, vi, 88 p., https://doi.org/10.3133/wri8046.","productDescription":"vi, 88 p.","costCenters":[],"links":[{"id":394283,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35413.htm"},{"id":55210,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0046/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119127,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0046/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Morgan County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -103.933,\n              40\n            ],\n            [\n              -103.5,\n              40\n            ],\n            [\n              -103.5,\n              40.25\n            ],\n            [\n              -103.933,\n              40.25\n            ],\n            [\n              -103.933,\n              40\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611906","contributors":{"authors":[{"text":"Burns, Alan W.","contributorId":41419,"corporation":false,"usgs":true,"family":"Burns","given":"Alan","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196349,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":45977,"text":"ofr801050 - 1980 - Ground water availability in Acadia National Park and vicinity, Hancock and Knox counties, Maine","interactions":[],"lastModifiedDate":"2022-04-06T19:05:38.061025","indexId":"ofr801050","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1050","title":"Ground water availability in Acadia National Park and vicinity, Hancock and Knox counties, Maine","docAbstract":"<p>In general, yield of water from individual wells in unconsolidated surficial deposits is low (0-10 gallons per minute). Several small, unconsolidated deposits may yield moderate quantities (50-100 gallons per minute) but these have not been adequately tested.</p><p>Yields from 160 wells in the crystalline bedrock range from 0.5 gallons per minute to 100 gallons per minute, with a median yield of 10 gallons per minute. Wells in zones of extensive fracturing or faulting generally have higher than average yields. Zones of fracturing may correspond to lineations which have been mapped by interpretation from topographic maps and aerial photographs.</p><p>In general, ground water is of suitable chemical quality for public supply. Most ground water is low in dissolved solids and is soft. Iron exceeds 0.3 milligrams per liter and manganese exceeds 0.05 milligrams per liter in water from some wells. Brackish (salty) water is present in only a few wells at the coast or adjacent to saltwater bodies. Elevated concentrations of Radon-222 have been reported from wells in the granite aquifer. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801050","collaboration":"Prepared in cooperation with the Water Resources Program, Office of Scientific Studies, National Park Service, North Atlantic Region","usgsCitation":"Hansen, B.P., 1980, Ground water availability in Acadia National Park and vicinity, Hancock and Knox counties, Maine: U.S. Geological Survey Open-File Report 80-1050, Report: iii, 8 p.; 1 Figure: 22.64 × 27.74 inches, https://doi.org/10.3133/ofr801050.","productDescription":"Report: iii, 8 p.; 1 Figure: 22.64 × 27.74 inches","costCenters":[],"links":[{"id":398255,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75328.htm"},{"id":364824,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1050/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":364825,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1980/1050/figure-1.pdf","text":"Figure 1","linkFileType":{"id":1,"text":"pdf"}},{"id":162253,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1050/report-thumb.jpg"}],"scale":"126720","datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Maine","otherGeospatial":"Acadia National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -68.45833333,\n              44.20833333\n            ],\n            [\n              -68.08333333,\n              44.20833333\n            ],\n            [\n              -68.08333333,\n              44.45833333\n            ],\n            [\n              -68.45833333,\n             44.45833333\n            ],\n            [\n              -68.45833333,\n              44.20833333\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dc31","contributors":{"authors":[{"text":"Hansen, Bruce P.","contributorId":90727,"corporation":false,"usgs":true,"family":"Hansen","given":"Bruce","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":232393,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26132,"text":"wri8080 - 1980 - Techniques for estimating flood peaks, volumes and hydrographs on small streams in South Dakota","interactions":[],"lastModifiedDate":"2018-11-16T10:11:10","indexId":"wri8080","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-80","title":"Techniques for estimating flood peaks, volumes and hydrographs on small streams in South Dakota","docAbstract":"<p>Procedures are defined for estimating the magnitude and frequency of future flood peaks and flood volumes and for estimating the expected hydrograph shape of rainfall-induced runoff of small streams in South Dakota. The procedures are applicable to flood flows that are not significantly affected by artificial storage or other manmade activities. For 115 gaged sites within the State, the estimates are from the frequency curves defined from the gaging records. Flood-frequency estimates are made for ungaged sites by using regression relations that require evaluation of the size, main channel slope, and a soil-infiltration index for the drainage basin. Regression relations are considered applicable for estimating flood peaks at sites on basins draining 0.05 to 100 square miles and for estimating flood volumes at sites on basins draining from 0.05 to 15 square miles.</p><p>Limitations on use of the regression relations and the reliability of regression estimates are discussed. A method is indicated for using the estimating procedure and embankment ponding to design smaller highway culverts.</p><p>The procedures were developed from analysis of flood records of 123 gaged sites in South Dakota and adjacent States. For 66 sites, short-term records were extended on the basis of long-term climatic records and a rainfall-runoff model. Linear least-squares regression analyses were used with logarithmic transformation of variables to relate flood magnitudes as dependent variables to indexes describing the drainage basins as independent variables. A dimensionless hydrograph shape was found appropriate for rainfall-runoff hydrographs in South Dakota.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8080","usgsCitation":"Becker, L.D., 1980, Techniques for estimating flood peaks, volumes and hydrographs on small streams in South Dakota: U.S. Geological Survey Water-Resources Investigations Report 80-80, iv, 82 p., https://doi.org/10.3133/wri8080.","productDescription":"iv, 82 p.","costCenters":[{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":158220,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0080/report-thumb.jpg"},{"id":359502,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0080/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South 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Dakota\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c79","contributors":{"authors":[{"text":"Becker, Lawrence D.","contributorId":83965,"corporation":false,"usgs":true,"family":"Becker","given":"Lawrence","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":195868,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26044,"text":"wri78116 - 1980 - Additional and revised thermochemical data and computer code for WATEQ2: a computerized chemical model for trace and major element speciation and mineral equilibria of natural waters","interactions":[],"lastModifiedDate":"2018-04-20T09:19:20","indexId":"wri78116","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-116","title":"Additional and revised thermochemical data and computer code for WATEQ2: a computerized chemical model for trace and major element speciation and mineral equilibria of natural waters","docAbstract":"<p>A computerized chemical model, WATEQ2, has resulted from extensive additions to and revision of the WATEQ model of Truesdell and Jones (Truesdell, A. H., and Jones, B. F., 1974, WATEQ, a computer program for calculating chemical equilibria of natural waters: J. Res. U. S. Geol, Survey, v. 2, p. 233-274). The model building effort has necessitated searching the literature and selecting thermochemical data pertinent to the reactions added to the model. This supplementary report manes available the details of the reactions added to the model together with the selected thermochemical data and their sources. Also listed are details of program operation and a brief description of the output of the model. Appendices-contain a glossary of identifiers used in the PL/1 computer code, the complete PL/1 listing, and sample output from three water analyses used as test cases. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78116","usgsCitation":"Ball, J.W., Nordstrom, D.K., and Jenne, E.A., 1980, Additional and revised thermochemical data and computer code for WATEQ2: a computerized chemical model for trace and major element speciation and mineral equilibria of natural waters: U.S. Geological Survey Water-Resources Investigations Report 78-116, iii, 109 p., https://doi.org/10.3133/wri78116.","productDescription":"iii, 109 p.","costCenters":[],"links":[{"id":158385,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0116/report-thumb.jpg"},{"id":353616,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0116/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ba4","contributors":{"authors":[{"text":"Ball, James W.","contributorId":38946,"corporation":false,"usgs":true,"family":"Ball","given":"James","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":195703,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nordstrom, D. Kirk 0000-0003-3283-5136 dkn@usgs.gov","orcid":"https://orcid.org/0000-0003-3283-5136","contributorId":749,"corporation":false,"usgs":true,"family":"Nordstrom","given":"D.","email":"dkn@usgs.gov","middleInitial":"Kirk","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":false,"id":195702,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jenne, Everett A.","contributorId":85582,"corporation":false,"usgs":true,"family":"Jenne","given":"Everett","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":195704,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13196,"text":"ofr8074 - 1980 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Little Laughery Creek, Ripley and Franklin counties, Indiana","interactions":[],"lastModifiedDate":"2022-04-06T17:47:31.584379","indexId":"ofr8074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-74","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Little Laughery Creek, Ripley and Franklin counties, Indiana","docAbstract":"<p>The Indiana State Board of Health is developing a State water-quality management plan that includes establishing Limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in Little Laughery Creek tributary and Little Laughery Creek was used to predict alternatives for future waste loadings that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows.</p><p>Natural streamflow during the summer and annual 7-day, 10-year low flow is zero. Headwater flow upstream from the wastewater-treatment facilities consists solely of process cooling water from an industrial discharger. This flow is usually Less than 0.5 cubic foot per second. Consequently, benefits from dilution are minimal. As a result, current and projected ammonia-nitrogen concentrations from the municipal discharges will result in in-stream ammonia-nitrogen concentrations that exceed the Indiana ammonia-nitrogen toxicity standards (maximum stream ammonia-nitrogen concentrations of 2.5 and 4.0 milligrams per liter during summer and winter low flows, respectively).</p><p>This waste-Load assimilation study is not based on a verified model. The changes in stream water quality predicted by the model represent only possible stream responses to differing effluent conditions.</p><p><br>Benthic-oxygen demand is probably the most significant factor affecting Little Laughery Creek and is probably responsible for the in-stream dis-solved-oxygen concentration being less than the Indiana stream dissolved-oxygen standard (5.0 milligrams per liter) during two water-quality surveys. After municipal dischargers complete advanced waste-treatment facilities, benthic-oxygen demand should be less significant in the stream dissolved-oxygen dynamics.</p><p><br data-mce-bogus=\"1\"></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8074","collaboration":"Prepared in cooperation with the Indiana State Board of Health","usgsCitation":"Crawford, C.G., Wilber, W.G., and Peters, J.G., 1980, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Little Laughery Creek, Ripley and Franklin counties, Indiana: U.S. Geological Survey Open-File Report 80-74, vii, 64 p., https://doi.org/10.3133/ofr8074.","productDescription":"vii, 64 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":147290,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0074/report-thumb.jpg"},{"id":398234,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Franklin County, Ripley County","otherGeospatial":"Little Laughery Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.0364,39.5273],[-85.0227,39.5275],[-85.0233,39.5244],[-85.0108,39.5242],[-84.9941,39.524],[-84.8154,39.5218],[-84.8159,39.4692],[-84.8166,39.4134],[-84.8181,39.3673],[-84.8186,39.3531],[-84.8191,39.3056],[-84.9273,39.3065],[-85.0385,39.3079],[-85.0652,39.3082],[-85.0732,39.2675],[-85.0824,39.2195],[-85.0903,39.1788],[-85.0983,39.1327],[-85.1057,39.0906],[-85.1222,39.0006],[-85.1305,38.9707],[-85.1324,38.9617],[-85.135,38.9481],[-85.1389,38.9296],[-85.2034,38.9294],[-85.203,38.9167],[-85.2397,38.9157],[-85.3515,38.9145],[-85.3722,38.9147],[-85.387,38.9144],[-85.445,38.914],[-85.4436,39.0522],[-85.4435,39.0577],[-85.4403,39.1954],[-85.2966,39.268],[-85.2977,39.4534],[-85.2989,39.5264],[-85.2422,39.5268],[-85.1307,39.527],[-85.0364,39.5273]]]},\"properties\":{\"name\":\"Franklin\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ab8fd","contributors":{"authors":[{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":167390,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilber, William G. wgwilber@usgs.gov","contributorId":297,"corporation":false,"usgs":true,"family":"Wilber","given":"William","email":"wgwilber@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":167389,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":167391,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":23292,"text":"ofr80576 - 1980 - Development and use of a mathematical model of the San Bernardino Valley ground-water basin, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:03","indexId":"ofr80576","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-576","title":"Development and use of a mathematical model of the San Bernardino Valley ground-water basin, California","docAbstract":"Part of the San Bernardino urbanized area in California overlies formerly swampy lands with a history of flowing wells. This area , upgradient from and adjacent to the San Jacinto fault, contains a zone in an alluvial ground-water basin that is under artesian pressure. Since 1945, withdrawals have exceeded recharge and caused head declines of more than 100 feet. Artificial recharge of imported water in the upgradient areas may cause ground-water levels to rise, which could cause abandoned but unplugged wells to resume flowing. If so, structures could be damaged. A two-layer Galerkin finite-element digital model was used for predicting the rate and extent of the rise in water levels from 1975 to 2000. Six hydrologic conditions were modeled for the basin. Artificial recharge of one-half entitlement and full entitlement from the California Aqueduct were each coupled with low, average, and high natural recharge to the basin. According to model predictions, the greatest water level rises will be along the San Bernardino front. This area encompasses the artificial recharge sites and also has a thick section of unsaturated sediments for storing ground water. The formerly swampy lands between Warm Creek and the Santa Ana River adjacent to the San Jacinto fault have little additional storage capacity, and water levels could rise to the land surface as early as 1983 under maximum recharge conditions and 1970-74 average pumping conditions. If pumping rates are reduced in the Warm Creek area, water levels may rise to land surface prior to the dates predicted by the model, regardless of the artificial-recharge program. (USGS)","language":"ENGLISH","publisher":"Water Resources Division, U.S. Geological Survey,","doi":"10.3133/ofr80576","issn":"0094-9140","usgsCitation":"Hardt, W.F., and Hutchinson, C.B., 1980, Development and use of a mathematical model of the San Bernardino Valley ground-water basin, California: U.S. Geological Survey Open-File Report 80-576, iv, 84 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr80576.","productDescription":"iv, 84 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":156074,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0576/report-thumb.jpg"},{"id":52577,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0576/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":52578,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0576/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0ebe","contributors":{"authors":[{"text":"Hardt, William F.","contributorId":70013,"corporation":false,"usgs":true,"family":"Hardt","given":"William","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":189827,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hutchinson, C. B.","contributorId":94655,"corporation":false,"usgs":true,"family":"Hutchinson","given":"C.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":189828,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23423,"text":"ofr80750 - 1980 - Appraisal of ground-water resources in the San Antonio Creek Valley, Santa Barbara County, California","interactions":[],"lastModifiedDate":"2022-08-16T21:39:59.411695","indexId":"ofr80750","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-750","title":"Appraisal of ground-water resources in the San Antonio Creek Valley, Santa Barbara County, California","docAbstract":"<p>A nearly threefold increase in demand for water in the 154-square-mile San Antonio Creek valley in California during the period 1958-77 has increased the potential for overdraft on the ground-water basin. The hydrologic budget for this period showed a perennial yield of about 9,800 acre-feet per year and an annual ground-water discharge of about 11,400 acre-feet per year, comprising net pumpage of 7,100 acre-feet, phreatophyte evapotranspiration of 3,000 acre-feet, and base streamflow of 1 ,300 acre-feet. The base flow in San Antonio Creek could diminish to zero when net pumpage reaches 13,500 acre-feet per year. The environmentally sensitive marshland area of Barka Slough may then become stressed as water normally lost through evapotranspiration is captured by pumpage. The aquifer consists of alluvial valley fill that ranges in thickness from 0 to 3,500 feet. Ground water moves seaward from recharge areas along mountain fronts to a consolidated rock barrier about 5 miles east of the Pacific coast. Upwelling of ground water just east of the barrier has resulted in the 550-acre Barka Slough. Transmissivity of the aquifer ranges from 2,600 to 34,000 feet squared per day, with the lowest values occurring in the central part of the valley where the aquifer is thickest but probably finer grained. The salinity problems are increasing in the agricultural parts of the valley, which is east of the barrier. West of the barrier, stream and ground-water quality is poor, owing to seepage of saline water from the marine shale that underlies the area at shallow depths. A proposed basinwide monitoring program includes 17 water-level sites, 12 water-quality sampling sites, 3 streamflow measuring sites, and periodic infrared aerial photography of Barka Slough. A computer model of the ground-water flow system could be developed to assess the impact of various water-management alternatives.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80750","usgsCitation":"Hutchinson, C.B., 1980, Appraisal of ground-water resources in the San Antonio Creek Valley, Santa Barbara County, California (WRI/OFR): U.S. Geological Survey Open-File Report 80-750, iv, 48 p., https://doi.org/10.3133/ofr80750.","productDescription":"iv, 48 p.","costCenters":[],"links":[{"id":52752,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0750/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157478,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0750/report-thumb.jpg"},{"id":405235,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11757.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"California","county":"Santa Barbara County","otherGeospatial":"San Antonio Creek Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.646,\n              34.678\n            ],\n            [\n              -120.112,\n              34.678\n            ],\n            [\n              -120.112,\n              34.853\n            ],\n            [\n              -120.646,\n              34.853\n            ],\n            [\n              -120.646,\n              34.678\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a394","contributors":{"authors":[{"text":"Hutchinson, C. B.","contributorId":94655,"corporation":false,"usgs":true,"family":"Hutchinson","given":"C.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":190078,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14863,"text":"ofr80751 - 1980 - Ground-water availability and water quality in Farmington, Connecticut","interactions":[],"lastModifiedDate":"2021-12-08T22:16:04.106865","indexId":"ofr80751","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-751","title":"Ground-water availability and water quality in Farmington, Connecticut","docAbstract":"The strataified-drift aquifer in Farmington, Conn., is capable of yielding large amounts of water to individual wells. About 14 square miles of Farmington is underlain by stratified-drift deposits which, in places, are more than 450 feet thick. The most productive deposits are found in the Farmington River valley, from Unionville to River Glen, and along Scott Swamp Brook. In these areas, saturated, coarse-grained, stratified-drift deosits exceed 80 feet in thickness and estimated yields to individual wells ranged from 250 to 1,000 gallons per minute. Results of mathematical model analysis of three of the most favorable ground-water areas indicate that long-term yields range from 1.2 to 2.5 million gallons per day. Water in the Framington and Pequabuck Rivers meets the Connecticut Drinking Water Standards, assuming complete conventional treatment, for coliform orgaisms, color, trubidity, chloride, copper, and nitrate. Coliform bacteria concentrations in the Pequabuck river (12-month geometric mean of about 6,800 colonies per 100 milliliters of water) indicate a potential problem. Water in the stratified-drift aquifer is of good quality with the exception of manganese; 10 of 11 wells sampled had maganese concentrations above 0.05 milligram per liter. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80751","usgsCitation":"Mazzaferro, D.L., 1980, Ground-water availability and water quality in Farmington, Connecticut: U.S. Geological Survey Open-File Report 80-751, Report: xi, 57 p.; 7 Plates: 24.78 × 29.14 inches or smaller, https://doi.org/10.3133/ofr80751.","productDescription":"Report: xi, 57 p.; 7 Plates: 24.78 × 29.14 inches or smaller","costCenters":[],"links":[{"id":43663,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0751/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43662,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0751/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43661,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0751/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":392656,"rank":10,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_54239.htm"},{"id":147073,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0751/report-thumb.jpg"},{"id":43665,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0751/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43664,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0751/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43668,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0751/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43667,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0751/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43666,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0751/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Connecticut","city":"Farmington","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -72.9167,\n              41.6667\n            ],\n            [\n              -72.7369,\n              41.6667\n            ],\n            [\n              -72.7369,\n              41.7917\n            ],\n            [\n              -72.9167,\n              41.7917\n            ],\n            [\n              -72.9167,\n              41.6667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b09e4b07f02db69c05b","contributors":{"authors":[{"text":"Mazzaferro, David L.","contributorId":89539,"corporation":false,"usgs":true,"family":"Mazzaferro","given":"David","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":170145,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23505,"text":"ofr80690 - 1980 - Sediment transport in the Snake and Clearwater rivers in the vicinity of Lewiston, Idaho","interactions":[],"lastModifiedDate":"2014-06-18T10:54:54","indexId":"ofr80690","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-690","title":"Sediment transport in the Snake and Clearwater rivers in the vicinity of Lewiston, Idaho","docAbstract":"<p>During the period 1972-79, the bedload in the Clearwater River ranged from about 50,000 tons (45,000 metric tons) per year in 1972 and 1974 to about 1,000 tons (910 metric tons) per year in the drought years of 1973 and 1977. Suspended-sediment load at the same location ranged from about 1,000,000 tons (910,000 metric tons) per year to about 50,000 tons (45,000 metric tons) per year for the same respective years.</p>\n<br/>\n<p>In the Snake River, bedload ranged from about 200,000 tons (180,000 metric tons) per year for 1972 and 1974 to about 10,000 tons (9,100 metric tons) per year in 1973; bedload was too low for determination in 1977. Suspended-sediment load ranged from about 5,000,000 tons (4,500,000 metric tons) per year in 1974 to about 50,000 tons (45,000 metric tons) per year in 1977.</p>\n<br/>\n<p>Bedload thus ranged from about 2 to 10 percent of suspended load and average about 5 percent.</p>\n<br/>\n<p>For either river, bedload particle size was bimodal. Modes were in the medium- to coarse-sand range and in the very coarse-gravel range. Suspended-sediment particle size was generally finer than sand.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80690","issn":"0094-9140","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers, Walla Walla District","usgsCitation":"Jones, M., and Seitz, H.R., 1980, Sediment transport in the Snake and Clearwater rivers in the vicinity of Lewiston, Idaho: U.S. Geological Survey Open-File Report 80-690, v, 179 p., https://doi.org/10.3133/ofr80690.","productDescription":"v, 179 p.","numberOfPages":"184","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":288789,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288788,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0690/report.pdf"}],"country":"United States","state":"Idaho","city":"Lewiston","otherGeospatial":"Clearwater River;Snake River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -118.0434,45.6946 ], [ -118.0434,49.0011 ], [ -114.279,49.0011 ], [ -114.279,45.6946 ], [ -118.0434,45.6946 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbea0","contributors":{"authors":[{"text":"Jones, Michael L.","contributorId":7219,"corporation":false,"usgs":false,"family":"Jones","given":"Michael L.","affiliations":[{"id":6590,"text":"Department of Fisheries and Wildlife, Michigan State University","active":true,"usgs":false}],"preferred":false,"id":190217,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seitz, Harold R.","contributorId":61814,"corporation":false,"usgs":true,"family":"Seitz","given":"Harold","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":190218,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23839,"text":"ofr80773 - 1980 - Hydraulic characteristics of an underdrained irrigation circle, Muskegon County wastewater disposal system, Michigan","interactions":[{"subject":{"id":23839,"text":"ofr80773 - 1980 - Hydraulic characteristics of an underdrained irrigation circle, Muskegon County wastewater disposal system, Michigan","indexId":"ofr80773","publicationYear":"1980","noYear":false,"title":"Hydraulic characteristics of an underdrained irrigation circle, Muskegon County wastewater disposal system, Michigan"},"predicate":"SUPERSEDED_BY","object":{"id":2240,"text":"wsp2081 - 1981 - Hydraulic characteristics of an underdrained irrigation circle, Muskegon County, wastewater disposal system, Michigan","indexId":"wsp2081","publicationYear":"1981","noYear":false,"title":"Hydraulic characteristics of an underdrained irrigation circle, Muskegon County, wastewater disposal system, Michigan"},"id":1}],"supersededBy":{"id":2240,"text":"wsp2081 - 1981 - Hydraulic characteristics of an underdrained irrigation circle, Muskegon County, wastewater disposal system, Michigan","indexId":"wsp2081","publicationYear":"1981","noYear":false,"title":"Hydraulic characteristics of an underdrained irrigation circle, Muskegon County, wastewater disposal system, Michigan"},"lastModifiedDate":"2017-07-12T10:51:47","indexId":"ofr80773","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-773","title":"Hydraulic characteristics of an underdrained irrigation circle, Muskegon County wastewater disposal system, Michigan","docAbstract":"<p>Muskegon County, Michigan, disposes of wastewater by spray irrigating farmland on its waste-disposal site. Buried drains in the highly permeable unconfined aquifer at the site control the level of the water table. Hydraulic conductivity of the aquifer and drain-leakance, the reciprocal of resistance to flow into the drains, was determined at a representative irrigation circle while calibrating a model of the groundwater flow system. Hydraulic conductivity is 0.00055 m/sec, in the north zone of the circle, and 0.00039 m/sec in the south zone. Drain leakance -6 -6 is low in both zones: 2.9 x 10m/sec in the north and 9.5 x 10 m/sec in the south. Low drain leakance is responsible for waterlogging when irrigation rates are maintained at design levels. The capacity of the study circle to accept wastewater is 35 percent less than design capacity.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/ofr80773","issn":"0094-9140","usgsCitation":"McDonald, M., 1980, Hydraulic characteristics of an underdrained irrigation circle, Muskegon County wastewater disposal system, Michigan: U.S. Geological Survey Open-File Report 80-773, ii, 18 p., https://doi.org/10.3133/ofr80773.","productDescription":"ii, 18 p.","numberOfPages":"27","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":343682,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0773/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156568,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0773/report-thumb.jpg"}],"country":"United States","state":"Michigan","county":"Muskegon County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.0409,43.4667],[-86.0408,43.3803],[-86.0395,43.2934],[-86.0288,43.2933],[-85.9225,43.2915],[-85.9093,43.291],[-85.7917,43.2923],[-85.79,43.2035],[-85.9082,43.205],[-85.907,43.119],[-86.1455,43.1172],[-86.2698,43.1175],[-86.2816,43.1407],[-86.2979,43.1671],[-86.3022,43.1739],[-86.3072,43.1821],[-86.3235,43.2058],[-86.3298,43.2153],[-86.3379,43.2267],[-86.3278,43.2317],[-86.3272,43.2317],[-86.3234,43.2308],[-86.3216,43.2258],[-86.321,43.219],[-86.3153,43.2167],[-86.3115,43.2162],[-86.3065,43.218],[-86.3015,43.218],[-86.2971,43.2167],[-86.2908,43.2198],[-86.2839,43.2225],[-86.2782,43.2239],[-86.2776,43.2248],[-86.2725,43.2321],[-86.2681,43.2325],[-86.2625,43.2316],[-86.2606,43.233],[-86.2593,43.2389],[-86.253,43.243],[-86.2442,43.2425],[-86.2416,43.2498],[-86.2454,43.257],[-86.2397,43.2634],[-86.2334,43.2661],[-86.2233,43.2693],[-86.2189,43.2711],[-86.2183,43.2706],[-86.2139,43.2688],[-86.2101,43.2679],[-86.2051,43.2711],[-86.202,43.2724],[-86.2026,43.2729],[-86.2032,43.2733],[-86.2126,43.2711],[-86.217,43.2729],[-86.2259,43.2716],[-86.229,43.2698],[-86.2303,43.2698],[-86.234,43.2698],[-86.246,43.2639],[-86.2479,43.2612],[-86.2511,43.2612],[-86.2523,43.2612],[-86.2617,43.2598],[-86.263,43.258],[-86.2668,43.2512],[-86.2674,43.2507],[-86.2832,43.243],[-86.2951,43.2421],[-86.3008,43.2444],[-86.3014,43.2449],[-86.3133,43.2485],[-86.3284,43.2495],[-86.3335,43.2467],[-86.3335,43.2454],[-86.3284,43.2444],[-86.324,43.2408],[-86.3266,43.2354],[-86.3398,43.2313],[-86.3431,43.2339],[-86.3423,43.2376],[-86.3686,43.2763],[-86.383,43.2982],[-86.395,43.3169],[-86.3975,43.3209],[-86.4188,43.3642],[-86.4302,43.3856],[-86.4509,43.4425],[-86.4534,43.4484],[-86.4547,43.4538],[-86.4559,43.4589],[-86.4572,43.4643],[-86.4597,43.4721],[-86.3966,43.4707],[-86.3758,43.4706],[-86.2774,43.4692],[-86.1588,43.4675],[-86.0964,43.4669],[-86.0787,43.4669],[-86.0409,43.4667]]]},\"properties\":{\"name\":\"Muskegon\",\"state\":\"MI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a370","contributors":{"authors":[{"text":"McDonald, M.G.","contributorId":37716,"corporation":false,"usgs":true,"family":"McDonald","given":"M.G.","email":"","affiliations":[],"preferred":false,"id":190837,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7974,"text":"ofr801300 - 1980 - Digital model simulation of the hydrologic flow system, with emphasis on ground water in Spokane Valley, Washington and Idaho","interactions":[],"lastModifiedDate":"2019-05-10T13:27:52","indexId":"ofr801300","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1300","title":"Digital model simulation of the hydrologic flow system, with emphasis on ground water in Spokane Valley, Washington and Idaho","docAbstract":"<p>A digital-computer model of the hydrologic flow system, with emphasis on ground water, was developed for Spokane Valley, Washington and Idaho. The current rate of ground-water pumping in Spokane Valley has little effect on water levels in the Spokane aquifer, although short-term water-level declines occur locally. The model was used to show the effects of increased ground-water pumpage on aquifer heads and streamflow. A simulated pumping rate twice that of actual 1977 pumping rates of 227 cubic feet per second lowered water levels in the Spokane aquifer less than 3 feet during a 1-year simulation period. This doubling of the ground water pumpage caused a decrease in discharge of the Spokane River, as measured at Spokane, of about 150 cubic feet per second during the summer months and about 50 cubic feet per second during the rest of the year. Leakage from the aquifer to the Little Spokane River was decreased by less than 10 cubic feet per second. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801300","collaboration":"Prepared in cooperation with State of Washington Department of Ecology and Spokane Engineers Office","usgsCitation":"Bolke, E., and Washington, J., 1980, Digital model simulation of the hydrologic flow system, with emphasis on ground water in Spokane Valley, Washington and Idaho (WRI/OFR): U.S. Geological Survey Open-File Report 80-1300, v, 43 p., https://doi.org/10.3133/ofr801300.","productDescription":"v, 43 p.","costCenters":[],"links":[{"id":363671,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1300/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140319,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1300/report-thumb.jpg"}],"country":"United States","state":"Idaho, Washington","otherGeospatial":"Spokane Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.71301269531249,\n              47.544090665057986\n            ],\n            [\n              -116.89590454101562,\n              47.544090665057986\n            ],\n            [\n              -116.89590454101562,\n              47.91173983456231\n            ],\n            [\n              -117.71301269531249,\n              47.91173983456231\n            ],\n            [\n              -117.71301269531249,\n              47.544090665057986\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65ab28","contributors":{"authors":[{"text":"Bolke, E.L.","contributorId":52151,"corporation":false,"usgs":true,"family":"Bolke","given":"E.L.","affiliations":[],"preferred":false,"id":156917,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Washington, J.J.","contributorId":93044,"corporation":false,"usgs":true,"family":"Washington","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":156918,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14387,"text":"ofr80345 - 1980 - Hydrologic monitoring program in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough counties, Florida, 1977 water year","interactions":[],"lastModifiedDate":"2022-07-22T17:09:57.640826","indexId":"ofr80345","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-345","title":"Hydrologic monitoring program in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough counties, Florida, 1977 water year","docAbstract":"<p>The observation-well network in the vicinity of the two well fields is described in detail. Data obtained from the network from October 1976 through September 1977, as well as rainfall and pumpage records, are presented and discussed. Below-normal rainfall caused the water table and potentiometric surface of the Floridan aquifer in Eldridge-Wilde well field to recover 2 feet less in September 1977 than in the previous September. Water levels in East Lake Road will field were approximately the same in September of both years. The Southwest Florida Water Management District has established regulatory water-level and water-quality limits in several observation wells. Water levels did not drop below regulatory limits during the year. Water from two deep wells west of Eldridge-Wilde well field exceeded the regulatory limits for chloride concentrations. The position of the 250 milligram per liter chloride line is shown in cross section in the vicinity of Eldridge-Wilde well field in September 1977. Network modifications are proposed that would result in a more comprehensive knowledge of the hydrologic system.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80345","collaboration":"Prepared in cooperation with Pinellas County, Florida","usgsCitation":"Joyner, B.F., and Gerhart, J.M., 1980, Hydrologic monitoring program in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough counties, Florida, 1977 water year: U.S. Geological Survey Open-File Report 80-345, iv, 34 p., https://doi.org/10.3133/ofr80345.","productDescription":"iv, 34 p.","costCenters":[],"links":[{"id":148822,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0345/report-thumb.jpg"},{"id":404372,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0345/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Hillsborough County, Pinellas County","otherGeospatial":"Eldridge-Wilde and East Lake Road well-field areas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.0291748046875,\n              27.68839232178566\n            ],\n            [\n              -82.2930908203125,\n              27.68839232178566\n            ],\n            [\n              -82.2930908203125,\n              28.28019589809702\n            ],\n            [\n              -83.0291748046875,\n              28.28019589809702\n            ],\n            [\n              -83.0291748046875,\n              27.68839232178566\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606b77","contributors":{"authors":[{"text":"Joyner, Boyd F.","contributorId":9278,"corporation":false,"usgs":true,"family":"Joyner","given":"Boyd","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":169368,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gerhart, James M.","contributorId":35717,"corporation":false,"usgs":true,"family":"Gerhart","given":"James","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":169369,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14316,"text":"ofr80206 - 1980 - A practical Lagrangian transport model","interactions":[],"lastModifiedDate":"2022-10-24T19:07:34.29595","indexId":"ofr80206","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-206","title":"A practical Lagrangian transport model","docAbstract":"<p>An unconditionally stable and practical transport model for use in upland streams and rivers has been developed and verified. Basing the model on the Lagrangian, rather than the Eulerian, reference frame greatly reduces the numerical problems associated with solving the advective terms of the convective-diffusion equation. The model contains almost no numerical dispersion, is conceptually simple, and is relatively easy to code. Model results closely simulated dye concentrations measured in the Chattahoochee River near Atlanta, Ga. under highly unsteady flow conditions.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80206","usgsCitation":"Jobson, H.E., 1980, A practical Lagrangian transport model: U.S. Geological Survey Open-File Report 80-206, iv, 31 p., https://doi.org/10.3133/ofr80206.","productDescription":"iv, 31 p.","costCenters":[],"links":[{"id":148167,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0206/report-thumb.jpg"},{"id":408668,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0206/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Georgia","city":"Atlanta","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.605712890625,\n              33.58030298537655\n            ],\n            [\n              -84.20745849609375,\n              33.58030298537655\n            ],\n            [\n              -84.20745849609375,\n              33.947916898356404\n            ],\n            [\n              -84.605712890625,\n              33.947916898356404\n            ],\n            [\n              -84.605712890625,\n              33.58030298537655\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab5f7","contributors":{"authors":[{"text":"Jobson, Harvey E.","contributorId":27032,"corporation":false,"usgs":true,"family":"Jobson","given":"Harvey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":169248,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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