{"pageNumber":"527","pageRowStart":"13150","pageSize":"25","recordCount":16501,"records":[{"id":70039578,"text":"70039578 - 1984 - Program activities of the U.S. Geological Survey","interactions":[],"lastModifiedDate":"2012-08-14T01:01:44","indexId":"70039578","displayToPublicDate":"2012-01-01T21:39:40","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":371,"text":"Monograph","active":false,"publicationSubtype":{"id":6}},"title":"Program activities of the U.S. Geological Survey","docAbstract":"The mission of the Geological Survey is to collect, organize, interpret, and publish information about the nation's energy, minerals, water, and land resources; and to determine the geologic structure of the United States and develop an understanding of earth processes and hydrologic principles.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/70039578","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Program activities of the U.S. Geological Survey: Monograph, 68 p.; col. ill.; maps (col.), https://doi.org/10.3133/70039578.","productDescription":"68 p.; col. ill.; maps (col.)","numberOfPages":"74","costCenters":[],"links":[{"id":259586,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a8e36e4b0c8380cd7f08c","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":535375,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":80038,"text":"wri83698 - 1984 - Hydrology of Area 62, Northern Great Plains and Rocky Mountain Coal Provinces, New Mexico and Arizona","interactions":[],"lastModifiedDate":"2012-02-10T00:11:41","indexId":"wri83698","displayToPublicDate":"2007-06-20T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-698","title":"Hydrology of Area 62, Northern Great Plains and Rocky Mountain Coal Provinces, New Mexico and Arizona","docAbstract":"This report summarizes available hydrologic data for Area 62 and will aid leasing decisions, and the preparation and appraisal of environmental impact studies and mine-permit applications. Area 62 is located at the southern end of the Rocky Mountain Coal Province in parts of New Mexico and Arizona and includes approximately 9,500 square miles. Surface mining alters, at least temporarily, the environment; if the areas are unreclaimed, there can be long-term environmental consequences.\r\n\r\nThe land-ownership pattern in Area 62 is complicated. The checkerboard pattern created by several types of ownership makes effective management of these lands difficult.\r\n\r\nThe climate generally is semiarid with average annual precipitation ranging from 10 to 20 inches. Pinons, junipers, and grasslands cover most of the area, and much of it is used for grazing by livestock. Soils vary with landscape, differing from flood plains and hillslopes to mountain slopes.\r\n\r\nThe major structural features of this area were largely developed during middle Tertiary time. The main structural features are the southern San Juan Basin and the Mogollon slope. Coal-bearing rocks are present in four Cretaceous rock units of the Mesaverde Group: the Gallup Sandstone, the Dileo Coal Member, and the Gibson Coal Member of the Crevasse Canyon Formation, and the Cleary Coal Member of the Menefee Formation.\r\n\r\nArea 62 is drained by Black Creek, the Puerco River, the Zuni River, Carrizo Wash-Largo Creek, and the Rio San Jose. Only at the headwaters of the Zuni River is the flow perennial. The streamflow-gaging station network consists of 25 stations operated for a variety of needs. Streamflow changes throughout the year with variation related directly to rainfall and snowmelt. Base flow in Area 62 is zero indicating no significant ground-water discharge. Mountainous areas contribute the highest mean annual runoff of 1.0 inch. Very few water-quality data are available for the surface-water stations. Of the nine surface-water stations that have water-quality data, only one has chemical analyses from more than 10 samples. Therefore, sufficient data to characterize the area in detail are not available. Suspended sediment data are available only for a few surface-\r\nwater stations in the area. Erosion rates generally are less than 1 acre-foot per square mile per year. Greater erosion rates are found within the badland areas.\r\n\r\nWater levels are periodically measured at 21 selected wells in Area 62. These observation wells are located mostly along the Rio San Jose and northeast of Gallup, New Mexico. The recharge to ground-water aquifers generally coincide with areas of greater precipitation in the mountainous areas. Depth to water below land surface is generally less than 200 feet. Well yields of 100 gallons per minute are common in most of the area.\r\n\r\nGround-water quality is variable both within each aquifer and between aquifers. Water quality generally is best near recharge areas.\r\n\r\nHistorical and current data related to stream discharge, water quality, and suspended sediment are available from computer files in the U.S. Geological Survey's National Water Data Storage and Retrieval System (WATSTORE) and through the National Water Data Exchange (NAWDEX).","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri83698","usgsCitation":"Roybal, F., Wells, J., Gold, R., and Flager, J., 1984, Hydrology of Area 62, Northern Great Plains and Rocky Mountain Coal Provinces, New Mexico and Arizona (WRI/OFR 83-698): U.S. Geological Survey Water-Resources Investigations Report 83-698, v, 66 p., https://doi.org/10.3133/wri83698.","productDescription":"v, 66 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":124643,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0698/report-thumb.jpg"},{"id":91373,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0698/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -110,34 ], [ -110,36 ], [ -107.5,36 ], [ -107.5,34 ], [ -110,34 ] ] ] } } ] }","edition":"WRI/OFR 83-698","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604a3c","contributors":{"authors":[{"text":"Roybal, F.E.","contributorId":62998,"corporation":false,"usgs":true,"family":"Roybal","given":"F.E.","email":"","affiliations":[],"preferred":false,"id":291539,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":291541,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gold, R.L.","contributorId":97918,"corporation":false,"usgs":true,"family":"Gold","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":291542,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Flager, J.V.","contributorId":72799,"corporation":false,"usgs":true,"family":"Flager","given":"J.V.","email":"","affiliations":[],"preferred":false,"id":291540,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70013138,"text":"70013138 - 1984 - Evaluation of the efficiency of streamflow data collection strategies for alluvial rivers","interactions":[],"lastModifiedDate":"2025-04-15T15:32:03.110121","indexId":"70013138","displayToPublicDate":"2003-04-23T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Evaluation of the efficiency of streamflow data collection strategies for alluvial rivers","docAbstract":"<p><span>Streamflow discharge is usually determined indirectly from measurements of the river stage at gaging stations and through the use of stage-discharge relationships (rating curves). However, in alluvial streams, stage-discharge relationships change continually and, sometimes, quite markedly. Such changes may be caused by major floods, seasonal variations, or long-term secular trends associated with changes in the river channel. Consequently, reliable estimates of discharge using rating curves are not possible unless frequent direct measurements of discharge are made. Such measurements involve appreciable costs, and it is important to evaluate their contribution in increasing the accuracy of estimation of quantities of interest such as mean daily, monthly or annual flow. A methodology for the evaluation of the efficiency of data-collection strategies for alluvial rivers is developed and applied to stations on the Missouri River, U.S.A. A flexible and expedient model describing the variability of discharges and shifts in the stage-discharge relationship is developed. Procedures for the estimation of parameters and the validation of the model using actual data are presented. The calibrated and validated model is then employed in simulations to evaluate the effect of sampling strategies (such as frequency and accuracy of discharge measurements) on the accuracy of estimated mean daily, monthly and annual flow. Curves relating the cost of sampling to the achieved accuracy can be generated, and the optimization of sampling strategies given accuracy or budget objectives or constraints can be achieved.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(84)90186-0","issn":"00221694","usgsCitation":"Kitanidis, P., Lara, O.G., and Lane, R., 1984, Evaluation of the efficiency of streamflow data collection strategies for alluvial rivers: Journal of Hydrology, v. 72, no. 1-2, p. 85-103, https://doi.org/10.1016/0022-1694(84)90186-0.","productDescription":"19 p.","startPage":"85","endPage":"103","costCenters":[],"links":[{"id":220409,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"72","issue":"1-2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0ce2e4b0c8380cd52d2a","contributors":{"authors":[{"text":"Kitanidis, P.K.","contributorId":63274,"corporation":false,"usgs":true,"family":"Kitanidis","given":"P.K.","affiliations":[],"preferred":false,"id":365378,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lara, O. G.","contributorId":31001,"corporation":false,"usgs":true,"family":"Lara","given":"O.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":365377,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lane, R.W.","contributorId":86228,"corporation":false,"usgs":true,"family":"Lane","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":365379,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70013401,"text":"70013401 - 1984 - Use of a digital model to evaluate hydrogeologic controls on groundwater flow in a fractured rock aquifer at Niagara Falls, New York, U.S.A.","interactions":[],"lastModifiedDate":"2025-04-15T15:51:34.651381","indexId":"70013401","displayToPublicDate":"2003-03-27T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Use of a digital model to evaluate hydrogeologic controls on groundwater flow in a fractured rock aquifer at Niagara Falls, New York, U.S.A.","docAbstract":"<p>The Hyde Park landfill is a 15-acre (6.1 ha) chemical waste disposal site located north of Niagara Falls, New York. Underlying the site in descending order are: (1) low-permeability glacial till and lacustrine deposits; (2) a moderately permeable fractured rock aquifer - the Lockport Dolomite; and (3) a low-permeability unit - the Rochester Shale. The site is bounded on three sides by groundwater drains; the Niagara River gorge, the Niagara Power Project canal, and the Niagara Power Project buried conduits. </p><p>The mechanism by which groundwater moves through fractured rocks underlying a hazardous waste site was investigated using a digital simulation approach. Three hypotheses were tested related to flow in the fractured rocks underlying Hyde Park landfill. For this purpose we used a Galerkin finite-element approximation to solve a saturated-unsaturated flow equation. </p><p><span>A primary focus was to investigate anisotropy in the Lockport Dolomite, that is the effectiveness of horizontal (bedding) joints vs. vertical joints as water-transmitting openings. Three hydrogeologic scenarios were set up — each with prescribed limits on the hydrologic parameters. Scenario&nbsp;</span><i>1</i><span>&nbsp;specified strongly anisotropic conditions in the Lockport Dolomite (horizontal hydraulic conductivity along bedding joints exceeds vertical conductivity by 2–3 orders of magnitude), uniform areal recharge (5 in. yr.</span><sup>−1</sup><span>&nbsp;or 12.7 cm yr.</span><sup>−1</sup><span>) except at the landfill where there is no recharge, and no flow through the base of the Rochester Shale. Scenario&nbsp;</span><i>2</i><span>&nbsp;also specified strongly anisotropic conditions in the Lockport; however, areal recharge was 6 in. yr.</span><sup>−1</sup><span>&nbsp;(15.2 cm yr.</span><sup>−1</sup><span>) except at the landfill where the recharge was 2 in. yr.</span><sup>−1</sup><span>&nbsp;(5.1 cm yr.</span><sup>−1</sup><span>), and outflow from the Rochester occurred. Scenario&nbsp;</span><i>3</i><span>&nbsp;specified isotropic conditions (that is, permeability along horizontal and vertical joints is the same in the Lockport Dolomite), recharge rates were the same as in scenario&nbsp;</span><i>2</i><span>&nbsp;and outflow through Rochester occurred.</span></p><p>Scenario 2 provided the closest agreement between the simulated and measured heads while scenario 3 provided the poorest agreement. Among the three scenarios tested, scenario 2 (with strongly anisotropic conditions in the Lockport Dolomite with added recharge through the landfill cap and limited flow through the Rocherster Shale) is considered the most realistic hydrogeologic model. </p><p>Based on simulation with the hydrogeologic parameters of scenario 2, groundwater flow near the Hyde Park site can be summarized as follows: </p><p>1. (1) <span>Specific discharge (Darcy velocity) ranges from ≈0.01 to 0.1 ft. day</span><sup>−1</sup><span>&nbsp;(0.003 to 0.03 m day</span><sup>−1</sup><span>) in the upper unit of the Lockport Dolomite to slightly more than 0.0001 ft. day</span><sup>−1</sup><span>&nbsp;(0.00003 m day</span><sup>−1</sup><span>) in the Rochester Shale. Real velocities are highest in the upper unit of the Lockport, ranging from ≈1 to 5 ft. day</span><sup>−1</sup><span>&nbsp;(0.3 to 1.5 m day</span><sup>−1</sup><span>) if the average effective porosity is assumed to be 0.02.</span></p><p>2. (2) A groundwater divide exists east of the landfill, indicating that all groundwater originating near or flowing beneath the landfill will flow toward and discharge in the gorge. </p><p>3. (3) Highest flow velocities (and presumably greatest potential for transporting chemical contaminants) occur in the upper unit of the Lockport and part of the lower unit of the Lockport Dolomite between the landfill and the gorge. The average time required for groundwater to move from the landfill to the discharge points at the gorge along selected flow paths in the Lockport Dolomite is estimated to be 5-6 yr.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(84)90049-0","issn":"00221694","usgsCitation":"Maslia, M., and Johnston, R., 1984, Use of a digital model to evaluate hydrogeologic controls on groundwater flow in a fractured rock aquifer at Niagara Falls, New York, U.S.A.: Journal of Hydrology, v. 75, no. 1-4, p. 167-194, https://doi.org/10.1016/0022-1694(84)90049-0.","productDescription":"28 p.","startPage":"167","endPage":"194","costCenters":[],"links":[{"id":220091,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"Niagara Falls","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -79.07144327825095,\n              43.09286795115449\n            ],\n            [\n              -79.07144327825095,\n              43.07801889165893\n            ],\n            [\n              -79.05037086913583,\n              43.07801889165893\n            ],\n            [\n              -79.05037086913583,\n              43.09286795115449\n            ],\n            [\n              -79.07144327825095,\n              43.09286795115449\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"75","issue":"1-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bbe8fe4b08c986b329661","contributors":{"authors":[{"text":"Maslia, M.L.","contributorId":24090,"corporation":false,"usgs":true,"family":"Maslia","given":"M.L.","affiliations":[],"preferred":false,"id":365990,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnston, R.H.","contributorId":19536,"corporation":false,"usgs":true,"family":"Johnston","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":365989,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70013271,"text":"70013271 - 1984 - Groundwater-flow parameter estimation and quality modeling of the Equus Beds aquifer in Kansas, U.S.A.","interactions":[],"lastModifiedDate":"2025-04-14T16:53:54.718216","indexId":"70013271","displayToPublicDate":"2003-03-27T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Groundwater-flow parameter estimation and quality modeling of the Equus Beds aquifer in Kansas, U.S.A.","docAbstract":"<p>The salinity problems created in the Burrton area as a result of poor oil-field brine disposal practices of the past continue to be a major concern to the area depending on the Equus Beds aquifer for water, including the City of Wichita, Kansas. In this paper, an attempt is made to predict where and how fast the brine plume will move in this area, and what the average chloride concentrations in different parts of the aquifer are. In order to make such predictions, it was necessary to get a calibrated model of the groundwater-flow velocity field. Multiple regression analysis is used for parameter estimation of the steady-state groundwater-flow equation applied in the most critical area of the Equus Beds aquifer. Results of such an analysis produced a correlation coefficient of 0.992 between calculated and observed values of hydraulic head. A chloride transport modeling effort is then carried out despite some serious data deficiencies, the significance of which are evaluated through sensitivity analysis. Thus, starting with the quasi steady-state conditions of the early 1940's, it was possible to match the present chloride distribution satisfactorily. Chloride concentration predictions made for the year 2000 indicate that the quality of the Wichita well-field waters will not generally deteriorate from their present condition by that time.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(84)90164-1","issn":"00221694","usgsCitation":"Sophocleous, M., 1984, Groundwater-flow parameter estimation and quality modeling of the Equus Beds aquifer in Kansas, U.S.A.: Journal of Hydrology, v. 69, no. 1-4, p. 197-222, https://doi.org/10.1016/0022-1694(84)90164-1.","productDescription":"26 p.","startPage":"197","endPage":"222","costCenters":[],"links":[{"id":219846,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Kansas","otherGeospatial":"Equus Beds aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -97.75234872951685,\n              38.17839167762153\n            ],\n            [\n              -97.75234872951685,\n              37.4855633758371\n            ],\n            [\n              -96.79405394886194,\n              37.4855633758371\n            ],\n            [\n              -96.79405394886194,\n              38.17839167762153\n            ],\n            [\n              -97.75234872951685,\n              38.17839167762153\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"69","issue":"1-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a2dcde4b0c8380cd5c02c","contributors":{"authors":[{"text":"Sophocleous, M.A.","contributorId":18032,"corporation":false,"usgs":true,"family":"Sophocleous","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":365692,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70013436,"text":"70013436 - 1984 - Transport and concentration controls for chloride, strontium, potassium and lead in Uvas Creek, a small cobble-bed stream in Santa Clara County, California, U.S.A.: 1. Conceptual model","interactions":[],"lastModifiedDate":"2025-04-15T16:08:38.668793","indexId":"70013436","displayToPublicDate":"2003-03-27T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Transport and concentration controls for chloride, strontium, potassium and lead in Uvas Creek, a small cobble-bed stream in Santa Clara County, California, U.S.A.: 1. Conceptual model","docAbstract":"<p><span>Stream sediments adsorb certain solutes from streams, thereby significantly changing the solute composition; but little is known about the details and rates of these adsorptive processes. To investigate such processes, a 24-hr. injection of a solution containing chloride, strontium, potassium, sodium and lead was made at the head of a 640-m reach of Uvas Creek in west-central Santa Clara County, California. Uvas Creek is a cobble-bed pool-and-riffle stream draining the eastern slopes of the Santa Cruz Mountains. By September 12, 1973, after a long dry season, Uvas Creek had a low (0.0215 m</span><sup>3</sup><span>s</span><sup>−1</sup><span>&nbsp;average) flow which varied diurnally, from 0.018 to 0.025 m</span><sup>3</sup><span>s</span><sup>−1</sup><span>. Because stream discharge varied while the injection rate was constant, the concentration of tracers (injected solutes), after mixing in the stream, varied inversely with discharge.</span></p><p><span>Chloride, a nonreactive solute, served as a tracer of water movement. Analysis of extensive chloride concentration data at five sites below the injection point during and after the injection demonstrated that there was considerable underflow of water through the stream gravels; however, the extent of underflow varied greatly within the study reach. Pre-injection water, displaced by tracer-laden water percolating through the gravels, diluted tracers in the stream channel, giving the mistaken impression of groundwater inflow at some points. Accurate measurement of total discharge in such streams requires prolonged tracer injection unless a reach can be found where underflow is negligible.</span></p><p><span>Strontium and potassium were adsorbed by the bed sediments to a moderate extent and lead was strongly adsorbed. A high proportion of these metals could be removed by adsorption from percolating underflow because of extensive and intimate contact with bed sediments. After channel clearing following injection cutoff, 51% of the added strontium and 96% of the lead remained in the study reach, whereas only 19% of the chloride remained. Packets of sized sediment, placed in the stream before the experiment and withdrawn during and after the injection, indicated that the strontium absorbed on the 0.42–0.50-mm size sediment appeared to achieve near equilibrium with dissolved strontium within less than 2 hr. whereas 3.4–4.0-mm grains had not reached that stage after 24 hr.</span></p><p><span>The cation-exchange capacity (CEC) of the sediments shows a “bimodal” distribution with grain size. Largest values are in the finest sizes, lower values in the fine-to-medium sand-size range, intermediate values in the coarse- to very coarse-grained sand, and decreasing values with size above very coarse-grained sand. This considerable exchange capacity in coarse-sand to granule-size particles means that a streambed, that has not been infilled with fines to reduce permeability, can be highly reactive and accessible throughout a rather thick sediment layer and hence have a large and available reactive capacity.</span></p><p><span>As stream discharge increases from low flow, the ratio of underflow to channel flow should decrease rapidly with resultant diminution in percent of solutes sorbed within a particular stream reach.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(84)90046-5","issn":"00221694","usgsCitation":"Kennedy, V.C., Jackman, A.P., Zand, S., Zellweger, G.W., and Avanzino, R., 1984, Transport and concentration controls for chloride, strontium, potassium and lead in Uvas Creek, a small cobble-bed stream in Santa Clara County, California, U.S.A.: 1. Conceptual model: Journal of Hydrology, v. 75, no. 1-4, p. 67-110, https://doi.org/10.1016/0022-1694(84)90046-5.","productDescription":"44 p.","startPage":"67","endPage":"110","costCenters":[],"links":[{"id":220588,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","county":"Santa Clara County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"id\":227,\"properties\":{\"name\":\"Santa 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W.","contributorId":55445,"corporation":false,"usgs":true,"family":"Zellweger","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":366061,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Avanzino, R.J.","contributorId":37336,"corporation":false,"usgs":true,"family":"Avanzino","given":"R.J.","affiliations":[],"preferred":false,"id":366058,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70013618,"text":"70013618 - 1984 - Transport and concentration controls for chloride, strontium, potassium and lead in Uvas Creek, a small cobble-bed stream in Santa Clara County, California, U.S.A.: 2. Mathematical modeling","interactions":[],"lastModifiedDate":"2025-04-15T16:00:11.629528","indexId":"70013618","displayToPublicDate":"2003-03-27T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Transport and concentration controls for chloride, strontium, potassium and lead in Uvas Creek, a small cobble-bed stream in Santa Clara County, California, U.S.A.: 2. Mathematical modeling","docAbstract":"<p>Three models describing solute transport of conservative ion species and another describing transport of species which adsorb linearly and reversibly on bed sediments are developed and tested. The conservative models are based on three different conceptual models of the transient storage of solute in the bed. One model assumes the bed to be a well-mixed zone with flux of solute into the bed proportional to the difference between stream concentration and bed concentration. The second model assumes solute in the bed is transported by a vertical diffusion process described by Fick's law. The third model assumes that convection occurs in a selected portion of the bed while the mechanism of the first model functions everywhere. The model for adsorbing species assumes that the bed consists of particles of uniform size with the rate of uptake controlled by an intraparticle diffusion process. </p><p>All models are tested using data collected before, during and after a 24-hr. pulse injection of chloride, strontium, potassium and lead ions into Uvas Creek near Morgan Hill, California, U.S.A. All three conservative models accurately predict chloride ion concentrations in the stream. The model employing the diffusion mechanism for bed transport predicts better than the others. </p><p>The adsorption model predicts both strontium and potassium ion concentrations well during the injection of the pulse but somewhat overestimates the observed concentrations after the injection ceases. The overestimation may be due to the convection of solute deep into the bed where it is retained longer than the 3-week post-injection observation period. The model, when calibrated for strontium, predicts potassium equally well when the adsorption equilibrium constant for strontium is replaced by that for potassium.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(84)90047-7","issn":"00221694","usgsCitation":"Jackman, A.P., Walters, R.A., and Kennedy, V.C., 1984, Transport and concentration controls for chloride, strontium, potassium and lead in Uvas Creek, a small cobble-bed stream in Santa Clara County, California, U.S.A.: 2. Mathematical modeling: Journal of Hydrology, v. 75, no. 1-4, p. 111-141, https://doi.org/10.1016/0022-1694(84)90047-7.","productDescription":"31 p.","startPage":"111","endPage":"141","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":220155,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","county":"Santa Clara County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"id\":227,\"properties\":{\"name\":\"Santa 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,{"id":70013221,"text":"70013221 - 1984 - Experimental studies in natural groundwater recharge dynamics: Assessment of recent advances in instrumentation","interactions":[],"lastModifiedDate":"2025-04-14T17:00:46.569772","indexId":"70013221","displayToPublicDate":"2003-03-25T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Experimental studies in natural groundwater recharge dynamics: Assessment of recent advances in instrumentation","docAbstract":"<p>To quantify and model the natural groundwater-recharge process, two sites in south-central Kansas, U.S.A., were instrumented with various modern sensors and data microloggers. The atmospheric-boundary layer and the unsaturated and saturated soil zones were monitored as a unified regime. Data from the various sensors were collected using microloggers in combination with magnetic-cassette tape, graphical and digital recorders, analog paper-tape recorders, and direct observations to evaluate and automate data collection and processing. </p><p>Atmospheric sensors included an anemometer, a tipping-bucket raingage, an air-temperature thermistor, a relative-humidity probe, a net radiometer, and a barometric-pressure transducer. Sensors in the unsaturated zone consisted of soil-temperature thermocouples, tensiometers coupled with pressure transducers and dial gages, gypsum blocks, and a neutron moisture probe operated by an observer. The saturated-zone sensors consisted of a water-level pressure transducer, a conventional float gage connected to a variable potentiometer, soil thermocouples, and a number of multiple-depth piezometers. </p><p>Evaluation of the operation of these sensors and recorders indicated that certain types of equipment such as pressure transducers are very sensitive to environmental conditions. Extraordinary steps had to be taken to protect some of the equipment, whereas other equipment seemed to be reliable under all conditions. Based on such experiences, a number of suggestions aimed at improving such investigations are outlined.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(84)90133-1","issn":"00221694","usgsCitation":"Sophocleous, M., and Perry, C.A., 1984, Experimental studies in natural groundwater recharge dynamics: Assessment of recent advances in instrumentation: Journal of Hydrology, v. 70, no. 1-4, p. 369-382, https://doi.org/10.1016/0022-1694(84)90133-1.","productDescription":"14 p.","startPage":"369","endPage":"382","costCenters":[],"links":[{"id":220081,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Kansas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -99.1748871630371,\n              38.507940104645996\n            ],\n            [\n              -99.1748871630371,\n              37.64917420455242\n            ],\n            [\n              -97.68600447634276,\n              37.64917420455242\n            ],\n            [\n              -97.68600447634276,\n              38.507940104645996\n            ],\n            [\n              -99.1748871630371,\n              38.507940104645996\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"70","issue":"1-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0ddfe4b0c8380cd53226","contributors":{"authors":[{"text":"Sophocleous, M.","contributorId":13373,"corporation":false,"usgs":true,"family":"Sophocleous","given":"M.","email":"","affiliations":[],"preferred":false,"id":365571,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Perry, C. A.","contributorId":106149,"corporation":false,"usgs":true,"family":"Perry","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":365572,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":69647,"text":"ha676 - 1984 - Water-table map of Philadelphia, Pennsylvania, 1976-1980","interactions":[],"lastModifiedDate":"2012-02-02T00:13:50","indexId":"ha676","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"676","title":"Water-table map of Philadelphia, Pennsylvania, 1976-1980","language":"ENGLISH","doi":"10.3133/ha676","usgsCitation":"Paulachok, G.N., and Wood, C.R., 1984, Water-table map of Philadelphia, Pennsylvania, 1976-1980: U.S. Geological Survey Hydrologic Atlas 676, 1 sheet; Sheet 28 by 33 inches, https://doi.org/10.3133/ha676.","productDescription":"1 sheet; Sheet 28 by 33 inches","costCenters":[],"links":[{"id":191630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90480,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/676/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4ced","contributors":{"authors":[{"text":"Paulachok, Gary N. gnpaulac@usgs.gov","contributorId":3500,"corporation":false,"usgs":true,"family":"Paulachok","given":"Gary","email":"gnpaulac@usgs.gov","middleInitial":"N.","affiliations":[],"preferred":true,"id":280803,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wood, C. R.","contributorId":100386,"corporation":false,"usgs":true,"family":"Wood","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":280804,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28744,"text":"wri834246 - 1984 - Ground water in the Fresno area, California; preliminary report","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri834246","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4246","title":"Ground water in the Fresno area, California; preliminary report","docAbstract":"The U.S. Geological Survey, in cooperation with Fresno County, is developing a computer model of the unconfined aquifer system in the Fresno area. In the area, consolidated rocks are overlain by unconsolidated deposits. The unconsolidated deposits are divided into a lower fine-grained unit and an overlying coarse-grained unit. The system is assumed to be a single unconfined unit. The top of the system is the water table and the bottom is the base of the coarse-grained deposits. The northeastern boundary is the only natural lateral hydrologic boundary. The other lateral boundaries are placed so that errors along them will not affect heads in the area of interest. Initial heads for 1943, hydraulic conductivity, and bottom elevations were used in a steady-state model that generated net flux values. It is anticipated that most of the remaining effort will center on model calibration. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834246","usgsCitation":"Mitten, H., 1984, Ground water in the Fresno area, California; preliminary report: U.S. Geological Survey Water-Resources Investigations Report 83-4246, iv, 15 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834246.","productDescription":"iv, 15 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122659,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4246/report-thumb.jpg"},{"id":57594,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4246/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db6744c4","contributors":{"authors":[{"text":"Mitten, H. T.","contributorId":88735,"corporation":false,"usgs":true,"family":"Mitten","given":"H. T.","affiliations":[],"preferred":false,"id":200326,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1288,"text":"wsp2222 - 1984 - Hydrologic characteristics of Nebraska soils","interactions":[],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp2222","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2222","title":"Hydrologic characteristics of Nebraska soils","docAbstract":"The influence of the physical characteristics of soil on hydrology is frequently neglected. In this report, the effects of five characteristics on the hydrologic responses of soils in Nebraska are evaluated quantitatively, soils are grouped through use of a simplified coding system according to similarities in hydrologic responses, and are mapped according to these responses. \r\n\r\nGeneral soils maps of the U.S. Department of Agriculture Soil Conservation Service and data for the physical properties of the soils proved well-suited to hydrologic interpretation. This interpretation of the maps and data led to the selection of three characteristics as classification variables: Average permeability of the 60-inch soil profile, average maximum soil slope, and depth to the seasonal high water table. Permeability of the least permeable horizon and available water capacity, although not needed as classification variables, are useful in explaining some of the hydrologic responses of soils. \r\n\r\nThe primary soil units used in groupings and interpretation of the soils for this study are the soil associations. A computer program is presented that sorts the soils into groups and calculates statistics for each group. The 147 soil associations in Nebraska were thus sorted into 29 hydrologic soil groups. The location and extent of these hydrologic soil groups are shown on maps at scales of 1:750,000 and 1:250,000 for the State.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2222","usgsCitation":"Dugan, J.T., 1984, Hydrologic characteristics of Nebraska soils: U.S. Geological Survey Water Supply Paper 2222, iv, 19 p. :ill., maps (1 col.) ;28 cm.; 12 plates in pocket, https://doi.org/10.3133/wsp2222.","productDescription":"iv, 19 p. :ill., maps (1 col.) ;28 cm.; 12 plates in pocket","costCenters":[],"links":[{"id":137000,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2222/report-thumb.jpg"},{"id":26257,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26258,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26259,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26260,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26261,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26262,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26263,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26264,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26265,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26266,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26267,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26268,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2222/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26269,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2222/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7364","contributors":{"authors":[{"text":"Dugan, Jack T.","contributorId":102456,"corporation":false,"usgs":true,"family":"Dugan","given":"Jack","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":143504,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15966,"text":"ofr84862 - 1984 - Uses, funding, and availability of continuous streamflow data in Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:13","indexId":"ofr84862","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-862","title":"Uses, funding, and availability of continuous streamflow data in Montana","docAbstract":"This report documents the results of a study of the uses, funding, and availability of continuous streamflow data collected and published by the U.S. Geological Survey in Montana. Data uses and funding sources are identified for the 218 continuous streamflow gages currently (1984) being operated. These stations are supported by 18 different funding sources at a budget for the 1984 water year of $1,065,000. The streamflow-gaging program in Montana has evolved through the years as Federal, State, and local needs for surface-water data have increased. Continuous streamflow records for periods ranging from less than 1 year to more than 90 years have been collected. This report describes phase 1 of a cost-effectiveness study of the streamflow-gaging program in Montana. Evaluation of the program indicates that numerous agencies use the data for studies involving regional hydrology, hydrologic systems, and planning and design. They also use the data for operations of existing hydroelectric and irrigation dams, forecasting flood and seasonal flows, water-quality monitoring, research studies for fish habitat, and other uses such as recreational management. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84862","usgsCitation":"Shields, R., and White, M.K., 1984, Uses, funding, and availability of continuous streamflow data in Montana: U.S. Geological Survey Open-File Report 84-862, iv, 77 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84862.","productDescription":"iv, 77 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":149111,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0862/report-thumb.jpg"},{"id":44925,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0862/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b009","contributors":{"authors":[{"text":"Shields, R.R.","contributorId":106916,"corporation":false,"usgs":true,"family":"Shields","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":172021,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, M. K.","contributorId":74395,"corporation":false,"usgs":true,"family":"White","given":"M.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":172020,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25656,"text":"wri834119B - 1984 - Maps showing ground-water levels, springs, and depth to water, Basin and Range Province, Nevada","interactions":[],"lastModifiedDate":"2023-01-10T21:59:28.784867","indexId":"wri834119B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4119","chapter":"B","title":"Maps showing ground-water levels, springs, and depth to water, Basin and Range Province, Nevada","docAbstract":"<p>This report on ground-water levels, springs and depth to ground water in the Basin and Range province of Nevada (see index map) was prepared as part of a program of the U.S. Geological Survey to identify prospective regions for further study relative to isolation of high-level nuclear waste (Bedinger, Sargent, and Reed, 1984), utilizing program guidelines defined in Sargent and Bedinger (1984). Also included in this report are selected references on pertinent geologic and hydrologic studies of the region. Other map reports in this series contain detailed data on ground-water quality, surface distribution of selected rock types, tectonic conditions, areal geophysics, Pleistocene lakes and marshes, and mineral and energy resources.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834119B","usgsCitation":"Bedinger, M.S., Harrill, J., Langer, W.H., Thomas, J.M., and Mulvihill, D.A., 1984, Maps showing ground-water levels, springs, and depth to water, Basin and Range Province, Nevada: U.S. Geological Survey Water-Resources Investigations Report 83-4119, Report: 11 p.; 2 Plates: 44.07 x 40.71 inches and 55.63 x 33.73 inches, https://doi.org/10.3133/wri834119B.","productDescription":"Report: 11 p.; 2 Plates: 44.07 x 40.71 inches and 55.63 x 33.73 inches","costCenters":[{"id":387,"text":"Mineral Resources Program","active":true,"usgs":true}],"links":[{"id":411675,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35765.htm","linkFileType":{"id":5,"text":"html"}},{"id":54427,"rank":4,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4119b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":373622,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4119b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118966,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4119b/report-thumb.jpg"},{"id":373623,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4119b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Nevada","otherGeospatial":"Basin and Range province","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.0146484375,\n              35.02099970111467\n            ],\n            [\n              -114.027099609375,\n              35.02099970111467\n            ],\n            [\n              -114.027099609375,\n              42.00032514831621\n            ],\n            [\n              -120.0146484375,\n              42.00032514831621\n            ],\n            [\n              -120.0146484375,\n              35.02099970111467\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605a65","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":194536,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harrill, J. R.","contributorId":10417,"corporation":false,"usgs":true,"family":"Harrill","given":"J. R.","affiliations":[],"preferred":false,"id":194533,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Langer, William H. blanger@usgs.gov","contributorId":1241,"corporation":false,"usgs":true,"family":"Langer","given":"William","email":"blanger@usgs.gov","middleInitial":"H.","affiliations":[{"id":387,"text":"Mineral Resources Program","active":true,"usgs":true}],"preferred":false,"id":194534,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thomas, J. M.","contributorId":62217,"corporation":false,"usgs":true,"family":"Thomas","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":194535,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Mulvihill, D. A.","contributorId":73644,"corporation":false,"usgs":true,"family":"Mulvihill","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194537,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":9672,"text":"ofr84612 - 1984 - Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado","interactions":[{"subject":{"id":9672,"text":"ofr84612 - 1984 - Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado","indexId":"ofr84612","publicationYear":"1984","noYear":false,"title":"Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":57994,"text":"pp1369 - 1986 - Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado","indexId":"pp1369","publicationYear":"1986","noYear":false,"title":"Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado"},"id":1}],"supersededBy":{"id":57994,"text":"pp1369 - 1986 - Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado","indexId":"pp1369","publicationYear":"1986","noYear":false,"title":"Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado"},"lastModifiedDate":"2020-06-12T20:58:33.037696","indexId":"ofr84612","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-612","title":"Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado","docAbstract":"On July 15, 1982, Lawn Lake Dam, a 26-foot-high earthfill irrigation dam built in 1903 in Rocky Mountain National Park, Colorado, failed, due to piping, releasing 674 acre-feet of water with a peak discharge of 18,000 cubic feet per second down the Roaring River. Three people were killed, and damages were estimated at $31 million. Cascade Lake Dam, downstream from Lawn Lake Dam, subsequently failed as a result of the flood, increasing the peak flow at this point from 7,210 cubic feet per second to 16,000 cubic feet per second. The flood wave took 3.28 hours to travel 12.5 miles to Lake Estes, where all the floodwater was stored. The channel of the Roaring River was scoured as much as 50 feet and widened 300 feet. An alluvial fan of 42.3 acres, containing 10 million cubic feet of material, was deposited at the mouth of the Roaring River, damming the Fall River and forming a 17-acre lake. Various methods were used to indirectly compute peak discharge, attenuation of flow, and flood traveltime. A version of the National Weather Service dam-break flood model was used to evaluate its performance on high-gradient streams, to provide supplemental hydrologic information, and to evaluate various scenarios of dam-break development. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84612","usgsCitation":"Jarrett, R., and Costa, J.E., 1984, Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado: U.S. Geological Survey Open-File Report 84-612, Report: viii, 117 p.; 2 Plates: 36.93 x 36.45 inches and 33.19 x 24.46 inches, https://doi.org/10.3133/ofr84612.","productDescription":"Report: viii, 117 p.; 2 Plates: 36.93 x 36.45 inches and 33.19 x 24.46 inches","costCenters":[],"links":[{"id":375604,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0612/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":375603,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0612/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":375602,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0612/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140922,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0612/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Larimer County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-105.2763,40.9998],[-105.1109,40.9993],[-104.9425,40.9995],[-104.9419,40.9559],[-104.9426,40.8702],[-104.9426,40.7831],[-104.9439,40.696],[-104.9434,40.6098],[-104.9441,40.5227],[-104.9442,40.4338],[-104.9443,40.3486],[-105.0565,40.3481],[-105.0558,40.2606],[-105.1685,40.2614],[-105.2823,40.263],[-105.339,40.2624],[-105.3848,40.2621],[-105.392,40.2608],[-105.4047,40.2582],[-105.5047,40.26],[-105.5222,40.2605],[-105.5403,40.2605],[-105.5559,40.2611],[-105.5704,40.2611],[-105.6198,40.2599],[-105.6553,40.2587],[-105.6577,40.2614],[-105.6601,40.2641],[-105.6637,40.2655],[-105.6674,40.2659],[-105.6716,40.2664],[-105.6746,40.2669],[-105.6788,40.2696],[-105.6794,40.2719],[-105.68,40.2759],[-105.6806,40.2782],[-105.6848,40.2837],[-105.6854,40.2859],[-105.6853,40.2878],[-105.6847,40.2896],[-105.6847,40.2914],[-105.6865,40.2927],[-105.6877,40.2946],[-105.6877,40.2973],[-105.6883,40.3],[-105.6895,40.3018],[-105.6907,40.3036],[-105.6907,40.3059],[-105.6925,40.3077],[-105.6949,40.3091],[-105.6979,40.3109],[-105.7003,40.3136],[-105.7003,40.3159],[-105.6997,40.32],[-105.7003,40.3218],[-105.7057,40.3259],[-105.7117,40.3295],[-105.7165,40.3309],[-105.7243,40.3336],[-105.7298,40.3359],[-105.7316,40.3391],[-105.7321,40.3427],[-105.7339,40.345],[-105.737,40.3464],[-105.7442,40.3473],[-105.7496,40.3487],[-105.7556,40.3527],[-105.7641,40.3591],[-105.7689,40.3646],[-105.7797,40.3732],[-105.7845,40.3805],[-105.7869,40.3855],[-105.7911,40.3968],[-105.7953,40.4036],[-105.8037,40.4145],[-105.811,40.4227],[-105.8128,40.4263],[-105.8133,40.4295],[-105.8115,40.4358],[-105.8097,40.439],[-105.8042,40.4485],[-105.8024,40.454],[-105.8018,40.4585],[-105.8024,40.463],[-105.8036,40.4653],[-105.8066,40.4671],[-105.8126,40.4694],[-105.8175,40.4708],[-105.8199,40.4735],[-105.8229,40.4758],[-105.8241,40.4767],[-105.8289,40.4789],[-105.835,40.4808],[-105.8513,40.4849],[-105.8519,40.4921],[-105.8513,40.4989],[-105.8518,40.5044],[-105.8543,40.5071],[-105.8591,40.5121],[-105.8675,40.5166],[-105.8766,40.5212],[-105.8814,40.5216],[-105.8905,40.5216],[-105.8984,40.5216],[-105.9068,40.5217],[-105.9087,40.523],[-105.9087,40.5244],[-105.9056,40.5303],[-105.905,40.5353],[-105.905,40.5393],[-105.9056,40.5443],[-105.908,40.5493],[-105.9092,40.5552],[-105.9086,40.5606],[-105.9098,40.5638],[-105.9146,40.5702],[-105.9231,40.5779],[-105.9237,40.5802],[-105.9249,40.5942],[-105.9261,40.6015],[-105.9291,40.606],[-105.9412,40.611],[-105.9437,40.6137],[-105.9467,40.6187],[-105.9479,40.6255],[-105.9473,40.6351],[-105.9479,40.64],[-105.9527,40.6464],[-105.9545,40.65],[-105.9563,40.6577],[-105.9582,40.6605],[-105.963,40.6659],[-105.966,40.6704],[-105.9703,40.6791],[-105.9727,40.6854],[-105.9739,40.6945],[-105.9751,40.6972],[-105.9806,40.7022],[-105.9842,40.7049],[-105.9891,40.7081],[-105.9909,40.7113],[-105.9915,40.714],[-105.9909,40.719],[-105.9909,40.7226],[-105.9927,40.7267],[-106.0006,40.7335],[-106.0127,40.7439],[-106.0176,40.7507],[-106.0212,40.7553],[-106.023,40.7598],[-106.0236,40.7648],[-106.0261,40.7729],[-106.0297,40.7784],[-106.0364,40.7825],[-106.0418,40.787],[-106.0437,40.792],[-106.0449,40.7988],[-106.0467,40.8029],[-106.0503,40.8051],[-106.054,40.8115],[-106.057,40.8151],[-106.0625,40.8179],[-106.0795,40.8274],[-106.0838,40.8296],[-106.0868,40.8337],[-106.0905,40.8382],[-106.0953,40.8405],[-106.0965,40.8423],[-106.0978,40.8473],[-106.0996,40.8491],[-106.102,40.8505],[-106.1032,40.8523],[-106.1039,40.8568],[-106.1057,40.8605],[-106.1112,40.8641],[-106.1239,40.8709],[-106.1276,40.8713],[-106.1294,40.8727],[-106.1294,40.875],[-106.1276,40.8795],[-106.1258,40.8849],[-106.127,40.8899],[-106.1319,40.8967],[-106.1361,40.9013],[-106.1404,40.9035],[-106.1477,40.9062],[-106.1526,40.9085],[-106.1593,40.9148],[-106.1641,40.9176],[-106.1733,40.9257],[-106.1794,40.9311],[-106.1843,40.937],[-106.1861,40.9411],[-106.1867,40.9434],[-106.1867,40.9457],[-106.1831,40.9493],[-106.1825,40.9515],[-106.1831,40.9611],[-106.185,40.9697],[-106.188,40.9747],[-106.1905,40.9842],[-106.1923,40.9928],[-106.196,40.9989],[-106.087,40.998],[-106.0681,40.9978],[-106.0603,40.9978],[-106.0286,40.9977],[-106.0238,40.9977],[-105.9964,40.9985],[-105.972,40.9992],[-105.9385,40.9999],[-105.9263,41],[-105.9001,40.9999],[-105.8806,40.9997],[-105.698,40.9998],[-105.69,40.9998],[-105.6712,40.9998],[-105.5207,40.9997],[-105.477,40.9995],[-105.3551,40.9993],[-105.2895,40.9992],[-105.2763,40.9998]]]},\"properties\":{\"name\":\"Larimer\",\"state\":\"CO\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc729","contributors":{"authors":[{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":160099,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Costa, J. E.","contributorId":28977,"corporation":false,"usgs":true,"family":"Costa","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":160098,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30416,"text":"wri844193 - 1984 - Preliminary evaluation of hydrologic properties of cores of unsaturated tuff, test well USW H-1, Yucca Mountain, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri844193","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4193","title":"Preliminary evaluation of hydrologic properties of cores of unsaturated tuff, test well USW H-1, Yucca Mountain, Nevada","docAbstract":"Analyses were made on 19 core samples of unsaturated tuff from test well USW H-1. Moisture-characteristic curves relating saturation and moisture tension were developed from results of mercury-injection tests. Ambient moisture tension estimated from these curves generally was 1 to 2 bars. Values of relative permeability ranging from about 0.002 to 0.1 were determined by fitting an analytical expression to eight of the moisture-characteristic curves, and then integrating to solve for relative permeability. These values of relative permeability were applied to values of saturated hydraulic conductivity of core from a nearby test well to obtain effective hydraulic conductivities of about 8 x 10 to the minus twelfth power to 7 x 10 to the minus tenth power centimeter per second. If a unit hydraulic-head gradient is assumed, these values convert to a vertial matrix flux of 0.003 to 0.2 millimeter per year. The validity of this assumption was not verified due to the sparseness of data and uncertainties in their reliability. Consequently, the results of this study are preliminary and need to be used principally as a guide for future studies. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844193","usgsCitation":"Weeks, E., and Wilson, W., 1984, Preliminary evaluation of hydrologic properties of cores of unsaturated tuff, test well USW H-1, Yucca Mountain, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4193, iv, 30 p. :ill. ;28 cm., https://doi.org/10.3133/wri844193.","productDescription":"iv, 30 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159691,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4193/report-thumb.jpg"},{"id":59185,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4193/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699d06","contributors":{"authors":[{"text":"Weeks, E.P.","contributorId":38514,"corporation":false,"usgs":true,"family":"Weeks","given":"E.P.","email":"","affiliations":[],"preferred":false,"id":203213,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, W.E.","contributorId":100831,"corporation":false,"usgs":true,"family":"Wilson","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":203214,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25635,"text":"wri834119D - 1984 - Map showing outcrops of granitic rocks, Basin and Range Province, Nevada","interactions":[],"lastModifiedDate":"2020-03-27T14:54:31","indexId":"wri834119D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4119","chapter":"D","title":"Map showing outcrops of granitic rocks, Basin and Range Province, Nevada","docAbstract":"<p>This map report is one of a series of geologic and hydrologic maps covering all or parts of States within the Basin and Range province of the western United States. The map reports contain information on subjects that characterize the geohydrology of the province, including the ground-water hydrology, ground-water quality, surface distribution of selected rock types, tectonic conditions, areal geophysics, Pleistocene lakes and marshes, and mineral and energy resources. This work is a part of the U.S. Geological Survey's program for geologic and hydrologic evaluation of the Basin and Range province to identify potentially suitable regions for further study relative to isolation of high-level nuclear waste (Bedinger, Sargent, and Reed, 1984).</p><p>Data for this report were taken largely from Spengler and others (1979), supplemented by data from individual geologic maps and reports, following the project guidelines as defined in Sargent and Bedinger (1984). As used in this report, granitic rocks include granodiorite, quartz monzonite, and granite, and locally associated mafic rocks such as diorite and gabbro. In the Snake Range and Ruby Mountains, Stewart (1980) has recognized large areas as metamorphic core complexes, and in these complexes some plutonic masses may not extend to great depth because of lateral displacement along low-angle faults subsequent to intrusion.</p><p>The Description of Map Units includes the sources of data, the geologic, and if available, the radiometric age, lithologic character, type of intrusive body and relation to rock units, where known, for the granitic rocks within outlined and numbered areas in each county of the study area. The radiometric ages of the rock units are only those which are available and do not necessarily represent the entire age range of the geologic units.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834119D","usgsCitation":"Sargent, K.A., and Roggensack, K., 1984, Map showing outcrops of granitic rocks, Basin and Range Province, Nevada: U.S. Geological Survey Water-Resources Investigations Report 83-4119, Report: 36 p.; 2 Plates: 44.34 x 34.69 inches and 43.46 x 37.84 inches, https://doi.org/10.3133/wri834119D.","productDescription":"Report: 36 p.; 2 Plates: 44.34 x 34.69 inches and 43.46 x 37.84 inches","costCenters":[],"links":[{"id":118874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4119d/report-thumb.jpg"},{"id":54388,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4119d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":373628,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4119d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":373629,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4119d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Nevada","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.0146484375,\n              35.02099970111467\n            ],\n            [\n              -114.027099609375,\n              35.02099970111467\n            ],\n            [\n              -114.027099609375,\n              42.00032514831621\n            ],\n            [\n              -120.0146484375,\n              42.00032514831621\n            ],\n            [\n              -120.0146484375,\n              35.02099970111467\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a37e6","contributors":{"authors":[{"text":"Sargent, K. A.","contributorId":58630,"corporation":false,"usgs":true,"family":"Sargent","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194486,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Roggensack, Kurt","contributorId":35771,"corporation":false,"usgs":true,"family":"Roggensack","given":"Kurt","email":"","affiliations":[],"preferred":false,"id":194485,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":7243,"text":"ofr83527 - 1984 - Hydrology of area 45, northern Great Plains and Rocky Mountain coal provinces, Montana and North Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:05:50","indexId":"ofr83527","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-527","title":"Hydrology of area 45, northern Great Plains and Rocky Mountain coal provinces, Montana and North Dakota","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83527","usgsCitation":"Slagle, S.E., and and others, 1984, Hydrology of area 45, northern Great Plains and Rocky Mountain coal provinces, Montana and North Dakota: U.S. Geological Survey Open-File Report 83-527, v, 90 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/ofr83527.","productDescription":"v, 90 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":139845,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0527/report-thumb.jpg"},{"id":34626,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0527/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601fed","contributors":{"authors":[{"text":"Slagle, Steven E.","contributorId":35284,"corporation":false,"usgs":true,"family":"Slagle","given":"Steven","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":154883,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"and others","contributorId":127886,"corporation":true,"usgs":false,"organization":"and others","id":528821,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9365,"text":"ofr84821 - 1984 - Water-quality data for aquifers in east-central New Jersey, 1981-82","interactions":[],"lastModifiedDate":"2012-02-02T00:06:00","indexId":"ofr84821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-821","title":"Water-quality data for aquifers in east-central New Jersey, 1981-82","docAbstract":"Data are presented in tables for 238 wells representing nine aquifers underlying the New Jersey Coastal Plain. Approximately two-thirds of these wells are screened in the unconfined Kirkwood-Cohansey aquifer system, the principal source of groundwater in the study area. In addition, seven local streams were sampled in their headwaters under base flow conditions. Field measurements include water temperature, specific conductance, pH, and alkalinity; laboratory determinations include common inorganic ions, nutrients, trace metals, dissolved organic carbon, and volatile organic compounds. Other tables include lithology and hydrologic characteristics of geologic units, well-construction data, and median and extreme values of constituents in water of the Kirkwood-Cohansey aquifer system. A plate shows all sampling sites and presents three hydrogeologic sections delineating subsurface relationships. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84821","usgsCitation":"Harriman, D., and Voronin, L., 1984, Water-quality data for aquifers in east-central New Jersey, 1981-82: U.S. Geological Survey Open-File Report 84-821, iv, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84821.","productDescription":"iv, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":140876,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0821/report-thumb.jpg"},{"id":37075,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0821/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37076,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0821/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49b7e4b07f02db5cc552","contributors":{"authors":[{"text":"Harriman, D.A.","contributorId":27860,"corporation":false,"usgs":true,"family":"Harriman","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":159549,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voronin, L. M.","contributorId":93486,"corporation":false,"usgs":true,"family":"Voronin","given":"L. M.","affiliations":[],"preferred":false,"id":159550,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9617,"text":"ofr84867 - 1984 - Assessment of ground-water contamination by coal-tar derivatives, St. Louis Park area, Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T12:06:21","indexId":"ofr84867","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-867","title":"Assessment of ground-water contamination by coal-tar derivatives, St. Louis Park area, Minnesota","docAbstract":"<p>Operation of a coal-tar distillation and wood-preserving facility in St. Louis Park, Minnesota, during 1918-72 contaminated ground water with coal-tar derivatives and inorganic chemicals. Coal-tar derivatives entered the groundwater system through three major paths: (1) Spills and drippings that percolated to the water table, (2) surface runoff and plant process water that was discharged to wetlands south of the former plant site, and (3) movement of coal tar directly into bedrock aquifers through a multiaquifer well on the site.</p>\n<p>In the drift, Platteville, and St. Peter aquifers, ground water flows laterally from west to east and vertically downward. Near the former plant site, creosote-like organic fluids have migrated vertically downward through the drift and are being partially dissolved by ground water. Ground water has preferentially mobilized low-molecular-weight compounds such as phenolic compounds, alkyl-benzenes, and naphthalene, although polynuclear aromatic hydrocarbons as heavy as benzo(a)pyrene have been mobilized at low concentrations. Sorption of high-molecular-weight compounds has retarded their migration down the hydraulic gradient compared to low-molecular-weight compounds in the plume. Some simple phenolic compounds are being degraded to methane and carbon dioxide by bacteria under anaerobic conditions in the drift-PlattevilleSt. Peter aquifer system. Other low-molecular-weight aromatic compounds are apparently being degraded by aerobic bacteria at the periphery of the plume where oxygen is available. Intermediate degradation products such as volatile fatty acids are likely present, but complete conversion of the organic contaminants to innocuous inorganic substances has not been demonstrated. Near and south of 36th and Wooddale Avenues, contaminants enter the St. Peter aquifer where the Glenwood confining unit has been eroded in a buried bedrock valley. Contaminants previously entered the Prairie du Chien-Jordan aquifer through at least one multiaquif er well (W38). Other sources of contaminants and the low concentrations of contaminants hamper delineation of the maximum areal extent of contaminants that are resistant to biologic degradation. These biorefractory compounds will probably continue to migrate down the hydraulic gradients in the drift and Platteville and St. Peter aquifers.</p>\n<p>Of particular concern with respect to the health risk to humans are the polynuclear aromatic hydrocarbons, which are a major constituent of coal tar and are found in municipal wells near the site that are completed in the Prairie du Chien-Jordan aquifer. The Prairie du Chien-Jordan aquifer lies 250 to 500 feet below land surface and is relatively well protected from nearsurface sources of contamination by overlying rocks. However, the aquifer has been contaminated since at least 1932 because coal-tar derivatives have entered the aquifer through multiaquifer wells. The most significant single source of contamination in the aquifer is a well drilled on the site in 1917 (well W23) that has contained liquid coal-tar since at least 1958. The introduction, dissolution, and movement of this coal-tar in ground water has contaminated nearby municipal wells. The composition of the tar in well W23, and the ratio of concentrations of individual compounds in water from well W23 to those in municipal well SLP15, are consistent with known hydrologic, chemical, and biologic processes, and the conclusion that contaminants in well SLP15 are due primarily to contaminants introduced at well W23. Most of the major polynuclear aromatic hydrocarbons in the tar, although slightly soluble in water and strongly sorbed by aquifer materials, have moved greater distances at higher concentrations than have the lower-molecular-weight, more soluble compounds such as phenolic compounds and naphthalene. The latter are apparently being degraded by bacteria.</p>\n<p>The direction and rate of contaminant movement within the Prairie du Chien-Jordan aquifer changes with time because the ground-water-flow system continually adjusts to hydraulic stresses caused by ground-water withdrawals and flow through multiaquifer wells. Contaminants can move rapidly through the Prairie du Chien-Jordan because the upper part of the aquifer is a carbonate rock having fracture and solution-channel permeability, low effective porosity, and relatively small surface area for sorption. Consequently, the concentration and composition of contaminants in water pumped from individual industrial and municipal wells completed in the aquifer fluctuate with time. Although contaminants have been in the aquifer for at least 50 years and their spatial distribution is complex, concentrations remain highest near their points of introduction through multiaquifer wells near and on the site of the former plant.</p>\n<p>Contaminants reached the Ironton-Galesville aquifer through at least two deep multiaquifer wells (W23 and W38), but the extent of contamination in this aquifer, and in the underlying Mount Simon-Hinckley aquifer, is not known.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr84867","collaboration":"Prepared in cooperation with the Minnesota Department of Health, Minnesota Pollution Control Agency, City of St. Louis Park, and the U.S. Environmental Protection Agency","usgsCitation":"Hult, M.F., 1984, Assessment of ground-water contamination by coal-tar derivatives, St. Louis Park area, Minnesota: U.S. Geological Survey Open-File Report 84-867, v, 57 p., https://doi.org/10.3133/ofr84867.","productDescription":"v, 57 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":37343,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0867/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141739,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0867/report-thumb.jpg"}],"country":"United States","state":"Minnesota","city":"St. Louis Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.40164184570312,\n              44.918382411519346\n            ],\n            [\n              -93.40164184570312,\n              44.966012492248325\n            ],\n            [\n              -93.3024215698242,\n              44.966012492248325\n            ],\n            [\n              -93.3024215698242,\n              44.918382411519346\n            ],\n            [\n              -93.40164184570312,\n              44.918382411519346\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671fa2","contributors":{"authors":[{"text":"Hult, M. F.","contributorId":29817,"corporation":false,"usgs":true,"family":"Hult","given":"M.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":160002,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4159,"text":"cir904A - 1984 - Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines","interactions":[{"subject":{"id":7850,"text":"ofr83759 - 1983 - Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines","indexId":"ofr83759","publicationYear":"1983","noYear":false,"title":"Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines"},"predicate":"SUPERSEDED_BY","object":{"id":4159,"text":"cir904A - 1984 - Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines","indexId":"cir904A","publicationYear":"1984","noYear":false,"chapter":"A","title":"Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines"},"id":1}],"lastModifiedDate":"2019-11-07T12:09:06","indexId":"cir904A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"904","chapter":"A","title":"Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines","docAbstract":"<p>The U.S. Geological Survey's program for geologic and hydrologic evaluation of physiographic provinces to identify areas potentially suitable for locating repository sites for disposal of high-level nuclear wastes was announced to the Governors of the eight States in the Basin and Range Province on May 5, 1981. Representatives of Arizona, California, Idaho, New Mexico, Nevada, Oregon, Texas, and Utah, were invited to cooperate with the Federal Government in the evaluation process. Each Governor was requested to nominate an Earth scientist to represent the State in a province working group composed of State and U.S. Geological Survey representatives. This report, Part I of a three-part report, provides the background, introduction and scope of the study. This part also includes a discussion of geologic and hydrologic guidelines that will be used in the evaluation process and illustrates geohydrologic environments and the effect of individual factors in providing multiple natural barriers to radionuclide migration.</p><p>Part II is a reconnaissance characterization of the geologic and hydrologic factors to be used in the initial screening of the Basin and Range Province. Part III will be the initial evaluation of the Province and will identify regions that appear suitable for further study.</p><p>The plan for study of the Province includes a stepwise screening process by which successively smaller land units are considered in increasing detail. Each step involves characterization of the geology and hydrology and selection of subunits for more intensive characterization. Selection of subunits for further study is by evaluation of geologic and hydrologic conditions following a set of guidelines. By representation on the Province Working Group, the States participate in a consultation and review role in: (1) Establishing geologic and hydrologic guidelines, and (2) characterizing and evaluating the Province. The States also participate in compilation of geologic and hydrologic data used in characterizing the Province.</p><p>The current (1983) needs for a high-level radioactive waste repository include: (1) Disposal in a mined repository; (2) retrievability of the waste for as much as 50 years; and (3) confidence of isolation of the waste from the accessible environment. Isolation of the waste needs to be assured using geologic and hydrologic conditions that: (1) Minimize risk of inadvertent future intrusions by man; (2) minimize the possibility of disturbance by processes that would expose the waste or increase its mobility; and (3) provide a system of natural barriers to the migration of waste by ground water. The guidelines adopted by the Province Working Group are designed to provide a standard with which these conditions can be compared.</p><p>The guidelines can be grouped into four principal categories: (1) Potential host media, (2) ground-water conditions, (3) tectonic conditions, and. (4) occurrence of natural resources. Ideally the host medium constitutes the first natural barrier to migration of radionculides. The host medium ideally should be a rock type that prevents or retards dissolution and transport of radionuclides. Rocks in both the saturated and unsaturated zones may have desirable characteristics for host media. Rocks-other than the host-in the ground-water flow path from the repository ideally should be major barriers to radionuclide migration. Confining beds of low permeability might be present to retard the rate of flow between more permeable beds. Additionally, sorption of radionuclides by materials such as clays and zeolites in the flow path can further retard the flow of radionuclides by several orders of magnitude. Tectonic conditions in an area should not present a probable cause for exhumation or increased mobility of radioactive waste. Natural resources are a factor for consideration because of the problem of future human intrusion and exposure to radioactivity in the quest for minerals, oil, gas, water, and geothermal resources.</p><p>The ultimate evaluation of the suitability of a geohydrologic environment for developing a mined repository needs to assess all geologic and hydrologic characteristics and their interaction in providing confidence that a geohydrologic environment will effectively isolate radionuclides from human access. Several hypothetical settings with typical geohydrologic conditions in the Basin and Range Province are used to illustrate the effect of multiple barriers in the isolation of radionuclides.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/cir904A","usgsCitation":"Bedinger, M.S., Sargent, K., and Reed, J., 1984, Geologic and hydrologic characterization and evaluation of the Basin and Range Province relative to the disposal of high-level radioactive waste: Part I, Introduction and guidelines: U.S. Geological Survey Circular 904, viii, 16 p., https://doi.org/10.3133/cir904A.","productDescription":"viii, 16 p.","numberOfPages":"26","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":335932,"rank":3,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/cir904B","text":"Circular 904-B","linkHelpText":"Part II, Geologic and hydrologic characterization"},{"id":335933,"rank":4,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/cir904C","text":"Circular 904-C","linkHelpText":"Part III, Geologic and hydrologic evaluation"},{"id":121301,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0904a/report-thumb.jpg"},{"id":31269,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0904a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona, California, Idaho, Nevada, New Mexico, Oregon, Texas","otherGeospatial":"Basin and Range Province","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -115.6640625,\n              32.65787573695528\n            ],\n            [\n              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            -120.30029296875,\n              38.75408327579141\n            ],\n            [\n              -116.93847656250001,\n              36.29741818650811\n            ],\n            [\n              -118.19091796875,\n              35.02999636902566\n            ],\n            [\n              -116.08154296875001,\n              34.27083595165\n            ],\n            [\n              -115.6640625,\n              32.65787573695528\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","publicComments":"This is Part I of a series of reports being prepared by the U.S. Geological Survey in consultation with States in the Basin and Range Province.","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a824a","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":148316,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sargent, Kenneth A.","contributorId":15998,"corporation":false,"usgs":true,"family":"Sargent","given":"Kenneth A.","affiliations":[],"preferred":false,"id":148314,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reed, J.E.","contributorId":41801,"corporation":false,"usgs":true,"family":"Reed","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":148315,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28420,"text":"wri844306 - 1984 - Water-data program of the US Geological Survey in Kansas, fiscal year 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844306","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4306","title":"Water-data program of the US Geological Survey in Kansas, fiscal year 1983","docAbstract":"The U.S. Geological Survey is the principal Federal agency responsible for the collection of hydrologic data needed for the planning, development, use, and management of the water resources in Kansas. Hydrologic-data collection by the U.S. Geological Survey in Kansas began in 1895. The fiscal-year 1983 water-data program, operated in cooperation with several Federal , State, and local agencies, included 270 stations for collection of river, lake, and reservoir data, 1,940 wells for collection of ground-water data; 53 sampling stations and 215 wells for collection of water-quality data. This report provides a detailed description of the water-data program, including coordination and funding, data-collection activities, quality-assurance plans, availability of data, network design, and future needs for water data. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844306","usgsCitation":"Livingston, R., and Medina, K., 1984, Water-data program of the US Geological Survey in Kansas, fiscal year 1983: U.S. Geological Survey Water-Resources Investigations Report 84-4306, iv, 33 p. :ill., maps ;22 x 28 cm., https://doi.org/10.3133/wri844306.","productDescription":"iv, 33 p. :ill., maps ;22 x 28 cm.","costCenters":[],"links":[{"id":123437,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4306/report-thumb.jpg"},{"id":57221,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4306/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f0e4b07f02db5edf07","contributors":{"authors":[{"text":"Livingston, R.K.","contributorId":49006,"corporation":false,"usgs":true,"family":"Livingston","given":"R.K.","email":"","affiliations":[],"preferred":false,"id":199765,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Medina, K.D.","contributorId":46925,"corporation":false,"usgs":true,"family":"Medina","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":199764,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9399,"text":"ofr84808 - 1984 - Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr84808","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-808","title":"Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma","docAbstract":"The data contained in this report were gathered during the period 1982 to 1984 for use in constructing a digital model of the North Canadian River from Lake Overholser, in the western part of Oklahoma City, to Lake Eufaula, in eastern Oklahoma. Locations of test holes and sampling sites are show in figure 1.\r\nInformation on well depths and water levels in table 1 was gathered in the summer of 1982. Some information in the table was reported by well owners.\r\n\r\nField water-quality data for water temperatures, specific conductance, and pH were measured at the time the wells were inventoried in 1982 and appear in table 2.\r\n\r\nForty-nine test holes were augered to provide more comprehensive lithologic and water-level data along the North Canadian River. Lithologic logs of these test holes appear in table 3. Thirty-eight of the test holes were completed as observations wells by placing perforated plastic casing in the holes. Water levels were measured in these observations wells from the time of completion in mid-1982 through mid-1984. Hydrographs of the observation wells are shown in figures 2 through 15. The data are presented graphically for clarity.\r\n\r\nHydrographs of water-level fluctuations in two wells equipped with continuous water-level recorders and hydrographs of stage fluctuations on the North Canadian River at nearby gaging stations are shown in figures 16 and 17.\r\n\r\nTwo sets of low-flow measurements for the North Canadian River showing gains and losses in flow between measuring sites in the reach from Lake Overholser to Lake Eufaula are given in table 4. Measurements of flow on tributary streams are also given in this table.\r\n\r\nAnalyses of water-quality samples collected at the time of the low-flow measurements are given in table 5.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84808","usgsCitation":"Havens, J., 1984, Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma: U.S. Geological Survey Open-File Report 84-808, iv,49 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84808.","productDescription":"iv,49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142940,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0808/report-thumb.jpg"},{"id":37115,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0808/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60705e","contributors":{"authors":[{"text":"Havens, J.S.","contributorId":12043,"corporation":false,"usgs":true,"family":"Havens","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":159618,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17134,"text":"ofr84149 - 1984 - Geohydrologic and drill-hole data for test well USW H-3, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:19","indexId":"ofr84149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-149","title":"Geohydrologic and drill-hole data for test well USW H-3, Yucca Mountain, Nye County, Nevada","docAbstract":"Test well USW H-3 is one of a series of test wells drilled in and near the southwestern part of the Nevada Test Site for hydraulic testing, hydrologic monitoring, and geophysical logging. The work was performed in cooperation with the U.S. Department of Energy as part of the Nevada Nuclear Waste Storage investigations. The well penetrated volcanic tuffs of Tertiary age to a depth of 1,219 meters. This report presents data collected to determine the hydraulic characteristics of rocks penetrated. Data on drilling operations, lithology, borehole geophysics, hydrologic monitoring, pumping, swabbing, and injection tests for the well are contained in this report. (USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr84149","usgsCitation":"Thordarson, W., Rush, F., Spengler, R., and Waddell, S.J., 1984, Geohydrologic and drill-hole data for test well USW H-3, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Open-File Report 84-149, iv, 54 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr84149.","productDescription":"iv, 54 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":150392,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0149/report-thumb.jpg"},{"id":46257,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0149/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f6c","contributors":{"authors":[{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":175096,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rush, F. E.","contributorId":56234,"corporation":false,"usgs":true,"family":"Rush","given":"F. E.","affiliations":[],"preferred":false,"id":175098,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Spengler, R.W.","contributorId":7281,"corporation":false,"usgs":true,"family":"Spengler","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":175095,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Waddell, S. J.","contributorId":29839,"corporation":false,"usgs":true,"family":"Waddell","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":175097,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":10703,"text":"ofr8471 - 1984 - Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah","interactions":[{"subject":{"id":10703,"text":"ofr8471 - 1984 - Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah","indexId":"ofr8471","publicationYear":"1984","noYear":false,"title":"Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah"},"predicate":"SUPERSEDED_BY","object":{"id":68090,"text":"ha684 - 1985 - Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah","indexId":"ha684","publicationYear":"1985","noYear":false,"title":"Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah"},"id":1}],"supersededBy":{"id":68090,"text":"ha684 - 1985 - Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah","indexId":"ha684","publicationYear":"1985","noYear":false,"title":"Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah"},"lastModifiedDate":"2021-03-04T22:16:13.478605","indexId":"ofr8471","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-71","title":"Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr8471","usgsCitation":"Plantz, G., 1984, Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah: U.S. Geological Survey Open-File Report 84-71, Report: 18 p.; 2 Plates: 36.15 x 24.13 inches and 36.65 x 24.30 inches, https://doi.org/10.3133/ofr8471.","productDescription":"Report: 18 p.; 2 Plates: 36.15 x 24.13 inches and 36.65 x 24.30 inches","costCenters":[],"links":[{"id":143259,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0071/report-thumb.jpg"},{"id":383938,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0071/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383937,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0071/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383936,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0071/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Alton coal field, Kaiparowits Plateau coal field,  Kolob coal field","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.0880126953125,\n              37.21283151445594\n            ],\n            [\n              -111.14868164062499,\n              37.21283151445594\n            ],\n            [\n              -111.14868164062499,\n              37.66208079655377\n            ],\n            [\n              -112.0880126953125,\n              37.66208079655377\n            ],\n            [\n              -112.0880126953125,\n              37.21283151445594\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db6054f6","contributors":{"authors":[{"text":"Plantz, G.G.","contributorId":79103,"corporation":false,"usgs":true,"family":"Plantz","given":"G.G.","affiliations":[],"preferred":false,"id":161825,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2108,"text":"wsp2196A - 1984 - Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","interactions":[{"subject":{"id":9998,"text":"ofr82251 - 1982 - Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","indexId":"ofr82251","publicationYear":"1982","noYear":false,"title":"Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida"},"predicate":"SUPERSEDED_BY","object":{"id":2108,"text":"wsp2196A - 1984 - Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","indexId":"wsp2196A","publicationYear":"1984","noYear":false,"chapter":"A","title":"Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2196A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2196","chapter":"A","title":"Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","docAbstract":"The Apalachicola River in northwest Florida is part of a three-State drainage basin encompassing 50,800 km 2 in Alabama, Georgia, and Florida. The river is formed by the confluence of the Chattahoochee and Flint Rivers at Jim Woodruff Dam from which it flows 171 km to Apalachicola Bay in the Gulf of Mexico. Its average annual discharge at Chattahoochee, Fla., is 690 m3/s (1958-80) with annual high flows averaging nearly 3,000 m3/s. Its flood plain supports 450 km 2 of bottom-land hardwood and tupelo-cypress forests. \r\n\r\nThe Apalachicola River Quality Assessment focuses on the hydrology and productivity of the flood-plain forest. The purpose of this part of the assessment is to address river and flood-plain hydrology, flood-plain tree species and forest types, and water and tree relations. Seasonal stage fluctuations in the upper river are three times greater than in the lower river. Analysis of long-term streamflow record revealed that 1958-79 average annual and monthly flows and flow durations were significantly greater than those of 1929-57, probably because of climatic changes. However, stage durations for the later period were equal to or less than those of the earlier period. Height of natural riverbank levees and the size and distribution of breaks in the levees have a major controlling effect on flood-plain hydrology. Thirty-two kilometers upstream of the bay, a flood-plain stream called the Brothers River was commonly under tidal influence during times of low flow in the 1980 water year. At the same distance upstream of the bay, the Apalachicola River was not under tidal influence during the 1980 water year. \r\n\r\nOf the 47 species of trees sampled, the five most common were wet-site species constituting 62 percent of the total basal area. In order of abundance, they were water tupelo, Ogeechee tupelo, baldcypress, Carolina ash, and swamp tupelo. Other common species were sweetgum, overcup oak, planertree, green ash, water hickory, sugarberry, and diamond-leaf oak. Five forest types were defined on the basis of species predominance by basal area. Biomass increased downstream and was greatest in forests growing on permanently saturated soils. \r\n\r\nDepth of water, duration of inundation and saturation, and water-level fluctuation, but not water velocity, were highly correlated with forest types. Most forest types dominated by tupelo and bald-cypress grew on permanently saturated soils that were inundated by flood waters 50 to 90 percent of the time, or an average of 75 to 225 consecutive days during the growing season from 1958 to 1980. Most forest types dominated by other species grew in areas that were saturated or inundated 5 to 25 percent of the time, or an average of 5 to 40 consecutive days during the growing season from 1958 to 1980. Water and tree relations varied with river location because range in water-level fluctuation and topographic relief in the flood plain diminished downstream.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wsp2196A","usgsCitation":"Leitman, H.M., Sohm, J.E., and Franklin, M.A., 1984, Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida: U.S. Geological Survey Water Supply Paper 2196, vii, 52 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/wsp2196A.","productDescription":"vii, 52 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":138317,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2196a/report-thumb.jpg"},{"id":27683,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2196a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e3c85","contributors":{"authors":[{"text":"Leitman, Helen M.","contributorId":62196,"corporation":false,"usgs":true,"family":"Leitman","given":"Helen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":144685,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sohm, James E.","contributorId":52553,"corporation":false,"usgs":true,"family":"Sohm","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":144684,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Franklin, Marvin A.","contributorId":87526,"corporation":false,"usgs":true,"family":"Franklin","given":"Marvin","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144686,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
]}