{"pageNumber":"126","pageRowStart":"3125","pageSize":"25","recordCount":6233,"records":[{"id":53711,"text":"ofr0392 - 2004 - Guidelines for surveying bankfull channel geometry and developing regional hydraulic-geometry relations for streams of New York State","interactions":[],"lastModifiedDate":"2017-04-03T10:32:11","indexId":"ofr0392","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2003-92","title":"Guidelines for surveying bankfull channel geometry and developing regional hydraulic-geometry relations for streams of New York State","docAbstract":"<p>Many disturbed streams within New York State are being restored in an effort to provide bank and bed stability and thereby decrease sedimentation and erosion. Efforts to identify and provide accurate indicators for stable-channel characteristics for ungaged streams have been hampered by the lack of regional equations or relations that relate drainage area to bankfull discharge and to channel depth, width, and cross-sectional area (bankfull hydraulic-geometry relations). Regional equations are needed to confirm bankfull hydraulic-geometry, assess stream stability, evaluate restoration needs, and verify restoration design for ungaged streams that lack stage-to-discharge ratings or historic peak-flow records.</p><p>This report presents guidelines for surveying bankfull channel geometry at USGS stream gages and developing regional hydraulic-geometry relations (equations) for wadeable streams in New York. It summarizes methods to (1) compile and assess existing hydrologic, geometric, photographic, and topographic data, (2) conduct stream-reconnaissance inspections, (3) identify channel-bankfull characteristics, (4) conduct longitudinal and cross-section surveys, (5) measure stream discharge, (6) develop and refine bankfull hydraulic-geometry equations, and (7) analyze and assure data completeness and quality. The techniques primarily address wadeable streams with either active or discontinued surface-water and crest-stage gages. The relations can be applied to ungaged or actively gaged streams that are wadeable, and may be extended to non-wadeable streams (with some limitations) if they have drainage areas comparable to those used to develop the relations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr0392","collaboration":"Prepared in cooperation with the New York State Department of Environmental Conservation<br> New York City Department of Environmental Protection ","usgsCitation":"Powell, R.O., Miller, S.J., Westergard, B.E., Mulvihill, C., Baldigo, B.P., Gallagher, A.S., and Starr, R.R., 2004, Guidelines for surveying bankfull channel geometry and developing regional hydraulic-geometry relations for streams of New York State: U.S. Geological Survey Open-File Report 2003-92, 20 p., https://doi.org/10.3133/ofr0392.","productDescription":"20 p.","onlineOnly":"Y","additionalOnlineFiles":"N","costCenters":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"links":[{"id":5053,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2003/0092/ofr20030092.pdf","text":"Report","size":"604 KB","linkFileType":{"id":1,"text":"pdf"},"description":"OFR 2003-0392"},{"id":177060,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2003/0092/coverthb.jpg"}],"contact":"<p>Director, New York Water Science Center<br> U.S. Geological Survey<br> 425 Jordan Rd<br> Troy, NY 12180-8349<br> (518) 285-5695<br> <a href=\"http://ny.water.usgs.gov/\" data-mce-href=\"http://ny.water.usgs.gov/\">http://ny.water.usgs.gov/</a></p>","tableOfContents":"<ul><li>Abstract</li><li>1. Introduction</li><li>2. Guidelines for Surveying Bankfull Channel Geometry and Developing Regional Hydraulic-Geometry Relations</li><li>3. References Cited</li><li>Appendixes</li><li>Figure</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6de4b07f02db63f041","contributors":{"authors":[{"text":"Powell, Rocky O.","contributorId":51371,"corporation":false,"usgs":true,"family":"Powell","given":"Rocky","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":248186,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Sarah J.","contributorId":72857,"corporation":false,"usgs":true,"family":"Miller","given":"Sarah","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":248187,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Westergard, Britt E.","contributorId":44612,"corporation":false,"usgs":true,"family":"Westergard","given":"Britt","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":248185,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Mulvihill, Christiane I.","contributorId":31821,"corporation":false,"usgs":true,"family":"Mulvihill","given":"Christiane I.","affiliations":[],"preferred":false,"id":248183,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Baldigo, Barry P. 0000-0002-9862-9119 bbaldigo@usgs.gov","orcid":"https://orcid.org/0000-0002-9862-9119","contributorId":1234,"corporation":false,"usgs":true,"family":"Baldigo","given":"Barry","email":"bbaldigo@usgs.gov","middleInitial":"P.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":248182,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Gallagher, Anne S.","contributorId":80746,"corporation":false,"usgs":true,"family":"Gallagher","given":"Anne","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":248188,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Starr, Richard R.","contributorId":33771,"corporation":false,"usgs":true,"family":"Starr","given":"Richard","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":248184,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}}
,{"id":55665,"text":"ofr03448 - 2004 - Comparison of Estimated Areas Contributing Recharge to Selected Springs in North-Central Florida by Using Multiple Ground-Water Flow Models","interactions":[],"lastModifiedDate":"2012-02-02T00:11:51","indexId":"ofr03448","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2003-448","title":"Comparison of Estimated Areas Contributing Recharge to Selected Springs in North-Central Florida by Using Multiple Ground-Water Flow Models","docAbstract":"Areas contributing recharge to springs are defined in this report as the land-surface area wherein water entering the ground-water system at the water table eventually discharges to a spring. These areas were delineated for Blue Spring, Silver Springs, Alexander Springs, and Silver Glen Springs in north-central Florida using four regional ground-water flow models and particle tracking. As expected, different models predicted different areas contributing recharge. In general, the differences were due to different hydrologic stresses, subsurface permeability properties, and boundary conditions that were used to calibrate each model, all of which are considered to be equally feasible because each model matched its respective calibration data reasonably well. To evaluate the agreement of the models and to summarize results, areas contributing recharge to springs from each model were combined into composite areas. During 1993-98, the composite areas contributing recharge to Blue Spring, Silver Springs, Alexander Springs, and Silver Glen Springs were about 130, 730, 110, and 120 square miles, respectively. The composite areas for all springs remained about the same when using projected 2020 ground-water withdrawals.","language":"ENGLISH","doi":"10.3133/ofr03448","usgsCitation":"Shoemaker, W., O’Reilly, A.M., Sepulveda, N., Williams, S.A., Motz, L.H., and Sun, Q., 2004, Comparison of Estimated Areas Contributing Recharge to Selected Springs in North-Central Florida by Using Multiple Ground-Water Flow Models: U.S. Geological Survey Open-File Report 2003-448, 31 p., https://doi.org/10.3133/ofr03448.","productDescription":"31 p.","costCenters":[],"links":[{"id":5429,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://fl.water.usgs.gov/Abstracts/ofr03_448_shoemaker.html","linkFileType":{"id":5,"text":"html"}},{"id":174181,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aeca9","contributors":{"authors":[{"text":"Shoemaker, W. Barclay bshoemak@usgs.gov","contributorId":1495,"corporation":false,"usgs":true,"family":"Shoemaker","given":"W. Barclay","email":"bshoemak@usgs.gov","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true},{"id":269,"text":"FLWSC-Ft. Lauderdale","active":true,"usgs":true}],"preferred":true,"id":253930,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"O’Reilly, Andrew M. 0000-0003-3220-1248 aoreilly@usgs.gov","orcid":"https://orcid.org/0000-0003-3220-1248","contributorId":2184,"corporation":false,"usgs":true,"family":"O’Reilly","given":"Andrew","email":"aoreilly@usgs.gov","middleInitial":"M.","affiliations":[{"id":5051,"text":"FLWSC-Orlando","active":true,"usgs":true}],"preferred":true,"id":253931,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sepulveda, Nicasio 0000-0002-6333-1865 nsepul@usgs.gov","orcid":"https://orcid.org/0000-0002-6333-1865","contributorId":1454,"corporation":false,"usgs":true,"family":"Sepulveda","given":"Nicasio","email":"nsepul@usgs.gov","affiliations":[{"id":5051,"text":"FLWSC-Orlando","active":true,"usgs":true}],"preferred":true,"id":253929,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Williams, Stanley A.","contributorId":24421,"corporation":false,"usgs":true,"family":"Williams","given":"Stanley","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":253934,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Motz, Louis H.","contributorId":6934,"corporation":false,"usgs":true,"family":"Motz","given":"Louis","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":253932,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Sun, Qing","contributorId":8921,"corporation":false,"usgs":true,"family":"Sun","given":"Qing","email":"","affiliations":[],"preferred":false,"id":253933,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":55659,"text":"fs20043040 - 2004 - Purple loosestrife volunteers","interactions":[],"lastModifiedDate":"2016-09-15T10:37:41","indexId":"fs20043040","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-3040","title":"Purple loosestrife volunteers","docAbstract":"<p>Purple loosestrife (Lythrum salicaria) is a perennial plant native to Eurasia where it grows along streams, rivers, and wet seepage areas (fig. 1). Seeds were inadvertently brought to North American territories in the ballast water of ships. Purple loosestrife was also intentionally planted throughout North America for its ornamental flowers but has since escaped cultivation to spread to wetlands.</p><p>Some purple loosestrife plants release millions of seeds during the summer season, and these seeds readily disperse to new wetlands via water, animals, and even on people’s shoes. In addition, both its roots and stem fragments can sprout and begin new plants.</p><p>When purple loosestrife invades a wetland, the species sometimes becomes more dominant than the original native wetland species, such as cattails and sedges. While many people think that purple loosestrife reduces the value of wetlands for wildlife, these claims are disputed. Most people agree, however, that purple loosestrife grows more prolifically in North America than elsewhere, probably because the species has left its native enemies behind in Eurasia and Australia. Although we do not understand how well the species grows in various climates, there is some thought that purple loosetrife may never fully invade the southern United States. Studies looking at the species’ response to temperature and analyses of its growth patterns across latitudes can help us determine its future threat to uninvaded portions of the United States. This is where volunteers come in.</p><p>Volunteers in North America, Eurasia, and Australia are helping assess purple loosestrife growth in their regions (fig. 2). The program is part of Dr. Beth Middleton’s project to compare the role of purple loosestrife in its native and invasive habitats. Anyone can participate, and volunteers currently include high school and college students, retirees, professionals from all disciplines, agency personnel, and university faculty. Volunteers collect data by marking off a sampling area, recording the number and height of purple loosestrife, and observing the sunlight and water conditions at each location. Data collection only occurs once in each wetland and takes less than 30 minutes (see form below). The results of the study will help efforts to control and predict the future spread of this species.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs20043040","usgsCitation":"Middleton, B.A., 2004, Purple loosestrife volunteers: U.S. Geological Survey Fact Sheet 2004-3040, 2 p., https://doi.org/10.3133/fs20043040.","productDescription":"2 p.","costCenters":[{"id":455,"text":"National Wetlands Research Center","active":true,"usgs":true}],"links":[{"id":125280,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2004_3040.jpg"},{"id":5367,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://archive.usgs.gov/archive/sites/www.nwrc.usgs.gov/factshts/2004-3040.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":10924,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://archive.usgs.gov/archive/sites/www.nwrc.usgs.gov/factshts/2004-3040/2004-3040.htm","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a73e4b07f02db643da8","contributors":{"authors":[{"text":"Middleton, Beth A. 0000-0002-1220-2326 middletonb@usgs.gov","orcid":"https://orcid.org/0000-0002-1220-2326","contributorId":2029,"corporation":false,"usgs":true,"family":"Middleton","given":"Beth","email":"middletonb@usgs.gov","middleInitial":"A.","affiliations":[{"id":17705,"text":"Wetland and Aquatic Research Center","active":true,"usgs":true}],"preferred":true,"id":253920,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57933,"text":"ofr20041241 - 2004 - Flow-Meter and Passive Diffusion Bag Tests and Potential Influences on the Vertical Distribution of Contaminants in Wells at Galena Airport, Galena, Alaska, August to October 2002","interactions":[],"lastModifiedDate":"2012-02-02T00:12:03","indexId":"ofr20041241","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2004-1241","title":"Flow-Meter and Passive Diffusion Bag Tests and Potential Influences on the Vertical Distribution of Contaminants in Wells at Galena Airport, Galena, Alaska, August to October 2002","docAbstract":"Past activities at Galena Airport, a U.S. Air Force Base in Galena, Alaska, have resulted in ground-water contamination by volatile organic compounds. The primary contaminants are petroleum hydrocarbons and chlorinated aliphatic hydrocarbons. The U.S. Geological Survey and Earth Tech, in cooperation with the Air Force Center for Environmental Excellence, conducted investigations at Galena Airport from August to October 2002 using polyethylene diffusion bag samplers and borehole flow-meter testing to examine the vertical distribution of ground-water contamination in selected wells. This investigation was limited to the vicinity of building 1845 and to the area between building 1845 and the Yukon River. In addition, the U.S. Geological Survey was asked to determine whether additional wells are needed to more clearly define the nature and extent of the ground-water contamination at the Air Force Base.\r\n\r\nLittle or no vertical water movement occurred under ambient conditions in the wells tested at Galena Airport, Alaska, in August 2002. All of the ambient vertical flows detected in wells were at rates less than the quantitative limit of the borehole flow meter (0.03 gallons per minute). In wells 06-MW-07 and 10-MW-01, no vertical flow was detected. In wells where ambient flow was detected, the direction of flow was downward.\r\n\r\nIn general, concentrations of volatile organic compounds detected in the low-flow samples from wells at Galena Airport were approximately the same concentrations detected in the closest polyethylene diffusion bag sample for a wide variety of volatile organic compounds. The data indicate that the polyethylene diffusion bag sample results are consistent with the low-flow sample results.\r\n\r\nVertical profiling of selected wells using polyethylene diffusion bag samplers at Galena Airport showed that from September 30 to October 1, 2002, little vertical change occurred in volatile organic compound concentrations along the screen length despite the fact that little or no vertical flow was measured in most of the tested wells in August 2002. Two of the wells (10-MW-03 and 06-MW-01) had slightly greater vertical concentration variation for some constituents. In these wells, the contaminant depth probably is lithologically influenced.\r\n\r\nThe close match between concentrations measured in polyethylene diffusion bag and low-flow samples indicates that the bag samples accurately represent the distribution of volatile organic compounds in the wells. It is unclear, however, whether the distribution of volatile organic compounds in the wells, as indicated by the bag samplers, represents contaminant distributions in the aquifer or transient movement within the wells. The probable change in well hydraulics between August and late September to October indicates that the relatively uniform vertical distribution of volatile organic compounds in some of the wells may represent in-well mixing. This uncertainty could be clarified by the installation and sampling of well clusters at various times of the year. Additional insight into the vertical distribution of contamination and flow possibly could be obtained by conducting flow-meter tests and collecting polyethylene diffusion bag samples from selected wells at different times of the year.\r\n\r\nThe westernmost contaminant plume at Million Gallon Hill appears to be surrounded by sufficient monitoring wells to detect changes in the plume extent; however, the installation of additional wells at Galena Airport has the potential to provide additional information on the extent of ground-water contamination in the remaining plumes. The additional information to be gained includes better definition of the vertical and lateral extents of the plumes and better definition of the ground-water flow directions.","language":"ENGLISH","doi":"10.3133/ofr20041241","usgsCitation":"Vroblesky, D.A., and Peterson, J., 2004, Flow-Meter and Passive Diffusion Bag Tests and Potential Influences on the Vertical Distribution of Contaminants in Wells at Galena Airport, Galena, Alaska, August to October 2002: U.S. Geological Survey Open-File Report 2004-1241, 44 p., https://doi.org/10.3133/ofr20041241.","productDescription":"44 p.","costCenters":[],"links":[{"id":180741,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5875,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2004/1241/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de7c9","contributors":{"authors":[{"text":"Vroblesky, Don A. vroblesk@usgs.gov","contributorId":413,"corporation":false,"usgs":true,"family":"Vroblesky","given":"Don","email":"vroblesk@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":257931,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peterson, J.E.","contributorId":8486,"corporation":false,"usgs":true,"family":"Peterson","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":257932,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":57928,"text":"pp1671 - 2004 - Debris flows: geologic process and hazard; illustrated by a surge sequence at Jiangjia Ravine, Yunnan, China","interactions":[],"lastModifiedDate":"2014-06-09T14:21:10","indexId":"pp1671","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1671","title":"Debris flows: geologic process and hazard; illustrated by a surge sequence at Jiangjia Ravine, Yunnan, China","docAbstract":"Debris flows are slurries of sediment and water that are both an important geologic process and a major hazard. They present large risks to those living in mountainous areas, as well as downstream from volcanoes in the case of the flows known as lahars that may travel 100\u0013200 kilometers (62-124 miles). The accompanying video records a series of debris flow surges at Jiangjia Ravine, in Yunnan Province in southern China. This rugged and remote site is famous for the annual occurrence of debris flows triggered each summer by monsoonal rains. The video illustrates the unique characteristics of debris flows, how they behave, and why they cause large losses of life and property in China and many other parts of the world. This report is a summary for those wishing more information than is presented in the video, and for the specialist we include dynamical data on the flows and textural data on their deposits.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/pp1671","usgsCitation":"Scott, K.M., and Yuyi, W., 2004, Debris flows: geologic process and hazard; illustrated by a surge sequence at Jiangjia Ravine, Yunnan, China: U.S. Geological Survey Professional Paper 1671, iv, 26 p., https://doi.org/10.3133/pp1671.","productDescription":"iv, 26 p.","numberOfPages":"36","onlineOnly":"Y","costCenters":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"links":[{"id":182150,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/pp1671.jpg"},{"id":5871,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/1671/","linkFileType":{"id":5,"text":"html"}},{"id":288176,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1671/pdf/PP1671.pdf"}],"country":"China","state":"Yunnan","otherGeospatial":"Jiangjia Ravine","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 100.0,20.0 ], [ 100.0,35.0 ], [ 110.0,35.0 ], [ 110.0,20.0 ], [ 100.0,20.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db6727be","contributors":{"authors":[{"text":"Scott, Kevin M.","contributorId":88331,"corporation":false,"usgs":true,"family":"Scott","given":"Kevin","email":"","middleInitial":"M.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":false,"id":257920,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Yuyi, Wang","contributorId":39451,"corporation":false,"usgs":true,"family":"Yuyi","given":"Wang","email":"","affiliations":[],"preferred":false,"id":257919,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":53972,"text":"wri034263 - 2004 - Geohydrology of the French Creek Basin and simulated effects of drought and ground-water withdrawals, Chester County, Pennsylvania","interactions":[],"lastModifiedDate":"2022-01-05T20:39:05.135415","indexId":"wri034263","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2003-4263","title":"Geohydrology of the French Creek Basin and simulated effects of drought and ground-water withdrawals, Chester County, Pennsylvania","docAbstract":"<p><span>This report describes the results of a study by the U.S. Geological Survey, in cooperation with the Delaware River Basin Commission, to develop a regional ground-water-flow model of the French Creek Basin in Chester County, Pa. The model was used to assist water-resource managers by illustrating the interconnection between ground-water and surface-water systems. The 70.7-square mile French Creek Basin is in the Piedmont Physiographic Province and is underlain by crystalline and sedimentary fractured-rock aquifers. Annual water budgets were calculated for 1969-2001 for the French Creek Basin upstream of streamflow-measurement station French Creek near Phoenixville (01472157). Average annual precipitation was 46.28 in. (inches), average annual streamflow was 20.29 in., average annual base flow determined by hydrograph separation was 12.42 in., and estimated average annual ET (evapotranspiration) was 26.10 in. Estimated average annual recharge was 14.32 in. and is equal to 31 percent of the average annual precipitation. Base flow made up an average of 61 percent of streamflow.</span><br><br><span>Ground-water flow in the French Creek Basin was simulated using the finite-difference MODFLOW-96 computer program. The model structure is based on a simplified two-dimensional conceptualization of the ground-water-flow system. The modeled area was extended outside the French Creek Basin to natural hydrologic boundaries; the modeled area includes 40 square miles of adjacent areas outside the basin. The hydraulic conductivity for each geologic unit was calculated from reported specific-capacity data determined from aquifer tests and was adjusted during model calibration. The model was calibrated for above-average conditions by simulating base-flow and water-level measurements made on May 1, 2001, using a recharge rate of 20 in/yr (inches per year). The model was calibrated for below-average conditions by simulating base-flow and water-level measurements made on September 11 and 17, 2001, using a recharge rate of 6.2 in/yr. Average conditions were simulated by adjusting the recharge rate until simulated streamflow at streamflow-measurement station 01472157 matched the long-term (1968-2001) average base flow of 54.1 cubic feet per second. The recharge rate used for average conditions was 15.7 in/yr.</span><br><br><span>The effect of drought in the French Creek Basin was simulated using a drought year recharge rate of 8 in/yr for 3 months. After 3 months of drought, the simulated streamflow of French Creek at streamflow-measurement station 01472157 decreased 34 percent. The simulations show that after 6 months of average recharge (15.7 in/yr) following drought, streamflow and water levels recovered almost to pre-drought conditions.</span><br><br><span>The effect of increased ground-water withdrawals on stream base flow in the South Branch French Creek Subbasin was simulated under average and drought conditions with pumping rates equal to 50, 75, and 100 percent of the Delaware River Basin Commission Ground Water Protected Area (GWPA) withdrawal limit (1,393 million gallons per year) with all pumped water removed from the basin. For average recharge conditions, the simulated streamflow of South Branch French Creek at the mouth decreased 18, 28, and 37 percent at a withdrawal rate equal to 50, 75, and 100 percent of the GWPA limit, respectively. After 3 months of drought recharge conditions, the simulated streamflow of South Branch French Creek at the mouth decreased 27, 40, and 52 percent at a withdrawal rate equal to 50, 75, and 100 percent of the GWPA limit, respectively.</span><br><br><span>The effect of well location on base flow, water levels, and the sources of water to the well was simulated by locating a hypothetical well pumping 200 gallons per minute in different places in the Beaver Run Subbasin with all pumped water removed from the basin. The smallest reduction in the base flow of Beaver Run was from a well on the drainage divide between the French Creek Basin and the Marsh Creek Basin to the south; the simulated base flow of Beaver Run at the mouth was reduced 1 percent. The greatest reduction in the base flow of Beaver Creek was from a well close to Beaver Run; the simulated base flow of Beaver Run at the mouth was reduced 8 percent. The simulations showed that (1) if the contributing area of a well is in a basin, pumping will affect stream base flow and water levels in that basin whether the well is inside or outside that basin; (2) wells in different areas of a basin away from a divide produce a similar reduction in base flow; (3) a well within a basin will derive more water from diverted base flow and less water from storage than a well on or near a basin divide; and (4) the reduction in base flow at the mouth of the stream is the same for a well in the headwaters and a well downstream near the confluence.</span><br><br><span>Model simulations illustrate some of the typical analyses and results that can be produced. The model was calibrated using annual values for recharge and ground-water ET and then was run using the annual values in a seasonally independent transient mode to show changes with time. The timing and relative magnitude of some of the changes simulated with the model when viewed in terms of a normal climatic year may be subject to considerable uncertainty because of the variability in seasonal recharge and ground-water ET rates. Transient model simulations for short-term periods are indicative of possible hydrologic system response and are considered an approximation.</span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri034263","usgsCitation":"Sloto, R.A., 2004, Geohydrology of the French Creek Basin and simulated effects of drought and ground-water withdrawals, Chester County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 2003-4263, viii, 82 p., https://doi.org/10.3133/wri034263.","productDescription":"viii, 82 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":177320,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":393932,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_65959.htm"},{"id":368080,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/wri034263/wrir03-4263.pdf"}],"country":"United States","state":"Pennsyvlania","county":"Chester County","otherGeospatial":"French Creek Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.85,\n              40.0853\n            ],\n            [\n              -75.5,\n              40.0853\n            ],\n            [\n              -75.5,\n              40.2233\n            ],\n            [\n              -75.85,\n              40.2233\n            ],\n            [\n              -75.85,\n              40.0853\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a898f","contributors":{"authors":[{"text":"Sloto, Ronald A. rasloto@usgs.gov","contributorId":424,"corporation":false,"usgs":true,"family":"Sloto","given":"Ronald","email":"rasloto@usgs.gov","middleInitial":"A.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":248812,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":53982,"text":"wri024150 - 2004 - Relations between total-sediment load and peak discharge for rainstorm runoff on five ephemeral streams in Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:11:43","indexId":"wri024150","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2002-4150","title":"Relations between total-sediment load and peak discharge for rainstorm runoff on five ephemeral streams in Wyoming","docAbstract":"Total-sediment loads transported by ephemeral flows are a function of rainstorm energy and peak discharge. Rainstorm energy, estimated by rainfall intensity, is the primary mechanism for soil-particle detachment. Vegetation, soil cohesiveness, and land slope also are related to the amount of sediment detached, but these factors remain nearly constant, except for seasonal or human-induced changes in vegetation. Thus, the largest variability in total-sediment loads is the result of variability in rainstorm energy. The magnitude of the peak discharge in a stream from a runoff-producing rainstorm is a function of the intensity and volume of rainfall. The greater the rainfall intensity for the same volume of rainfall, the larger the peak discharge. Therefore, for each drainage area a relation exists between the total-sediment load for a rainstorm and the peak discharge for the rainstorm, because both are a function of rainstorm energy.\r\n\r\nTotal-sediment loads for runoff-producing rainstorms were computed from sample data collected at five ephemeral streams in semiarid areas of Wyoming. Regression analyses were used to develop equations relating total-sediment load to the peak discharge. Coefficients of determination ranged from 89 to 97 percent. Average standard errors ranged from 35 to 94 percent. The slopes of the lines defined by the equations were not different at the 95-percent level of significance, but the intercepts were significantly different for the five streams.","language":"ENGLISH","doi":"10.3133/wri024150","usgsCitation":"Rankl, J., 2004, Relations between total-sediment load and peak discharge for rainstorm runoff on five ephemeral streams in Wyoming: U.S. Geological Survey Water-Resources Investigations Report 2002-4150, 16 p., https://doi.org/10.3133/wri024150.","productDescription":"16 p.","costCenters":[],"links":[{"id":177506,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":4921,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri024150/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cc55","contributors":{"authors":[{"text":"Rankl, J.G.","contributorId":107733,"corporation":false,"usgs":true,"family":"Rankl","given":"J.G.","affiliations":[],"preferred":false,"id":248840,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":53997,"text":"ofr03473 - 2004 - Computation of Flow Through Water-Control Structures Using Program DAMFLO.2","interactions":[],"lastModifiedDate":"2012-02-02T00:11:40","indexId":"ofr03473","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2003-473","title":"Computation of Flow Through Water-Control Structures Using Program DAMFLO.2","docAbstract":"As part of its mission to collect, analyze, and store streamflow data, the U.S. Geological Survey computes flow through several dam structures throughout the country. Flows are computed using hydraulic equations that describe flow through sluice and Tainter gates, crest gates, lock gates, spillways, locks, pumps, and siphons, which are calibrated using flow measurements. The program DAMFLO.2 was written to compute, tabulate, and plot flow through dam structures using data that describe the physical properties of dams and various hydraulic parameters and ratings that use time-varying data, such as lake elevations or gate openings. The program uses electronic computer files of time-varying data, such as lake elevation or gate openings, retrieved from the U.S. Geological Survey Automated Data Processing System. Computed time-varying flow data from DAMFLO.2 are output in flat files, which can be entered into the Automated Data Processing System database. All computations are made in units of feet and seconds. DAMFLO.2 uses the procedures and language developed by the SAS Institute Inc.","language":"ENGLISH","doi":"10.3133/ofr03473","usgsCitation":"Sanders, C.L., and Feaster, T., 2004, Computation of Flow Through Water-Control Structures Using Program DAMFLO.2: U.S. Geological Survey Open-File Report 2003-473, 109 p., 49 fig., 1 table, https://doi.org/10.3133/ofr03473.","productDescription":"109 p., 49 fig., 1 table","costCenters":[],"links":[{"id":4821,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr03473/","linkFileType":{"id":5,"text":"html"}},{"id":176966,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f6d","contributors":{"authors":[{"text":"Sanders, Curtis L. Jr.","contributorId":76391,"corporation":false,"usgs":true,"family":"Sanders","given":"Curtis","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":248863,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Feaster, Toby D. 0000-0002-5626-5011 tfeaster@usgs.gov","orcid":"https://orcid.org/0000-0002-5626-5011","contributorId":1109,"corporation":false,"usgs":true,"family":"Feaster","given":"Toby D.","email":"tfeaster@usgs.gov","affiliations":[{"id":559,"text":"South Carolina Water Science Center","active":true,"usgs":true}],"preferred":false,"id":248862,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":57814,"text":"ds104 - 2004 - Pesticide concentrations in water and in suspended and bottom sediments in the New and Alamo rivers, Salton Sea Watershed, California, April 2003","interactions":[],"lastModifiedDate":"2012-02-02T00:12:18","indexId":"ds104","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":310,"text":"Data Series","code":"DS","onlineIssn":"2327-638X","printIssn":"2327-0271","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"104","title":"Pesticide concentrations in water and in suspended and bottom sediments in the New and Alamo rivers, Salton Sea Watershed, California, April 2003","docAbstract":"This report contains pesticide concentration data for water, and suspended and bed sediment samples collected in April 2003 from twelve sites along the New and Alamo Rivers in the Salton Sea watershed, in southeastern California. The study was done in collaboration with the California State Regional Water Quality Control Board, Colorado River Region, to assess inputs of current-use pesticides associated with water and sediment into the New and Alamo Rivers. Five sites along the New River and seven sites along the Alamo River, downstream of major agricultural drains, were selected and covered the lengths of the rivers from the international boundary to approximately 1.5 km from the river mouths. Sampling from bridges occurred at seven of the twelve sites. At these sites, streamflow measurements were taken. These same sites were also characterized for cross-stream homogeneity by measuring dissolved oxygen, pH, specific conductance, temperature, and suspended solids concentration at several vertical (depths) and horizontal (cross-stream) points across the river. \r\n    Large volume water samples (200?300 L) were collected for isolation of suspended sediments by flow-through centrifugation. Water from the outflow of the flow-through centrifuge was sampled for the determination of aqueous pesticide concentrations. In addition, bottom sediments were sampled at each site. Current-use pesticides and legacy organochlorine compounds (p,p'-DDT, p,p'-DDE and p,p'-DDD) were extracted from sediments and measured via gas chromatography/mass spectrometry (GC/MS). Organic carbon and percentage of fines were also determined for suspended and bottom sediments. \r\n    Cross-stream transects of dissolved constituents and suspended sediments showed that the rivers were fairly homogeneous at the sites sampled. Streamflow was higher at the outlet sites, with the Alamo River having higher flow (1,240 cfs) than the New River (798 cfs).\r\n    Twelve current-use pesticides, one legacy organochlorine compound (p,p'-DDE), and the additive piperonyl butoxide were detected in water samples. Trifluralin was found in the highest concentration of all detected compounds (68.5?599 ng/L) at all sites in both rivers, except for the international boundary sites. Atrazine was also detected in high concentration (51.0?285 ng/L) at several sites. The outlet sites had among the highest numbers of pesticides detected and the international boundary sites had the lowest numbers of pesticides detected for both rivers. The numbers of pesticides detected were greater for the Alamo River than for the New River.\r\n    Six current-use pesticides and two legacy organochlorines (p,p'-DDE and p,p'-DDD) were found associated with suspended and bed sediments. The DDT metabolite p,p'-DDE was detected in all suspended and bed sediments from the Alamo River, but only at two sites in the New River. Dacthal, chlorpyrifos, pendimethalin, and trifluralin were the most commonly detected current-use pesticides. Trifluralin was the compound found in the highest concentrations in suspended (14.5?120 ng/g) and bed (1.9?9.0 ng/g) sediments. The sites along the Alamo River had more frequent detections of pesticides in suspended and bed sediments when compared with the New River sites. The greatest number of pesticides that were detected in suspended sediments (seven) were in the samples from the Sinclair Road and Harris Road sites. For bottom sediments, the Alamo River outlet site had the greatest number of pesticide detections (eight).","language":"ENGLISH","doi":"10.3133/ds104","usgsCitation":"LeBlanc, L.A., Orlando, J., and Kuivila, K., 2004, Pesticide concentrations in water and in suspended and bottom sediments in the New and Alamo rivers, Salton Sea Watershed, California, April 2003 (Online only): U.S. Geological Survey Data Series 104, 20 p., https://doi.org/10.3133/ds104.","productDescription":"20 p.","onlineOnly":"Y","costCenters":[],"links":[{"id":5792,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ds104/","linkFileType":{"id":5,"text":"html"}},{"id":184816,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"edition":"Online only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688385","contributors":{"authors":[{"text":"LeBlanc, Lawrence A.","contributorId":30687,"corporation":false,"usgs":true,"family":"LeBlanc","given":"Lawrence","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":257877,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Orlando, James L. 0000-0002-0099-7221","orcid":"https://orcid.org/0000-0002-0099-7221","contributorId":95954,"corporation":false,"usgs":true,"family":"Orlando","given":"James L.","affiliations":[],"preferred":false,"id":257878,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kuivila, Kathryn  0000-0001-7940-489X kkuivila@usgs.gov","orcid":"https://orcid.org/0000-0001-7940-489X","contributorId":1367,"corporation":false,"usgs":true,"family":"Kuivila","given":"Kathryn ","email":"kkuivila@usgs.gov","affiliations":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"preferred":false,"id":257876,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57803,"text":"ofr20041308 - 2004 - Water-use data for the Red River of the North Basin, North Dakota, Minnesota, and South Dakota, 1979-2001","interactions":[],"lastModifiedDate":"2018-03-12T14:18:27","indexId":"ofr20041308","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2004-1308","title":"Water-use data for the Red River of the North Basin, North Dakota, Minnesota, and South Dakota, 1979-2001","docAbstract":"<p>The Red River of the North, located in the north-central plains of the United States, plays an important role in population growth and economic development of the region. Because of recent and projected growth in population, industry, and agriculture in the Red River of the North Basin, alternatives to additional water resources will be needed to supplement future water needs. Past and current water-use data are needed to help select the most viable water-resource alternatives. Withdrawal and return flow data were collected from various sources throughout the Red River of the North Basin from 1979 through 2001. The withdrawal data were aggregated by subbasin, monthly totals, and water-use categories. The return flow data were aggregated by subbasin and monthly totals. The Red River of the North Basin was divided into subbasins based on locations of U.S. Geological Survey streamflow-gaging stations and by specifically-identified reaches. Results of the water-use compilation are provided in this report.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20041308","collaboration":"Prepared in cooperation with the Bureau of Reclamation","usgsCitation":"Macek-Rowland, K.M., Arntson, A.D., Ryberg, K.R., Dahl, A.L., and Lieb, A., 2004, Water-use data for the Red River of the North Basin, North Dakota, Minnesota, and South Dakota, 1979-2001: U.S. Geological Survey Open-File Report 2004-1308, iv, 255 p., https://doi.org/10.3133/ofr20041308.","productDescription":"iv, 255 p.","numberOfPages":"260","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":319774,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr20041308.JPG"},{"id":5763,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr2004-1308/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Minnesota, North Dakota, South Dakota","otherGeospatial":"Red River of the North Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -95.4052734375, 49.001843917978526 ], [ -99.99755859375, 48.99463598353408 ], [ -99.964599609375, 48.915279853443806 ], [ -99.755859375, 48.88639177703194 ], [ -99.755859375, 48.719961222646276 ], [ -99.86572265625, 48.61112192003074 ], [ -99.755859375, 48.46563710044979 ], [ -99.68994140625, 48.356249029540706 ], [ -99.6240234375, 48.22467264956519 ], [ -99.700927734375, 48.122101028190805 ], [ 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} ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4c7e","contributors":{"authors":[{"text":"Macek-Rowland, Kathleen M.","contributorId":50565,"corporation":false,"usgs":true,"family":"Macek-Rowland","given":"Kathleen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":257835,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Arntson, Allan D.","contributorId":79176,"corporation":false,"usgs":true,"family":"Arntson","given":"Allan","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":257836,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ryberg, Karen R. 0000-0002-9834-2046 kryberg@usgs.gov","orcid":"https://orcid.org/0000-0002-9834-2046","contributorId":1172,"corporation":false,"usgs":true,"family":"Ryberg","given":"Karen","email":"kryberg@usgs.gov","middleInitial":"R.","affiliations":[{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":257832,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Dahl, Ann L.","contributorId":15278,"corporation":false,"usgs":true,"family":"Dahl","given":"Ann","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":257833,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Lieb, Amy","contributorId":32606,"corporation":false,"usgs":true,"family":"Lieb","given":"Amy","email":"","affiliations":[],"preferred":false,"id":257834,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":54019,"text":"wri034320 - 2004 - Delineation of Areas Contributing Water to the Dry Brook Public-Supply Well, South Hadley, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:11:57","indexId":"wri034320","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2003-4320","title":"Delineation of Areas Contributing Water to the Dry Brook Public-Supply Well, South Hadley, Massachusetts","docAbstract":"Areas contributing water to the Dry Brook public-supply well in South Hadley, Massachusetts, were delineated with a numerical ground-water-flow model that is based on geologic and hydrologic information for the confined sand and gravel aquifer pumped by the supply well. The study area is along the Connecticut River in central Massachusetts, about 12 miles north of Springfield, Massachusetts. Geologic units in the study area consist of Mesozoic-aged sedimentary and igneous bedrock, late-Pleistocene glaciolacustrine sediments, and recent alluvial deposits of the Connecticut River flood plain. Dry Brook Hill, immediately south of the supply well, is a large subaqueous lacustrine fan and delta formed during the last glacial retreat by sediment deposition into glacial Lake Hitchcock from a meltwater tunnel that was likely near where the Connecticut River cuts through the Holyoke Range. The sediments that compose the aquifer grade from very coarse sand and gravel along the northern flank of the hill, to medium sands in the body of the hill, and to finer-grained sediments along the southern flank of the hill. The interbedded and overlapping fine-grained lacustrine sediments associated with Dry Brook Hill include varved silt and clay deposits. These fine-grained sediments form a confining bed above the coarse-grained aquifer at the supply well and partially extend under the Connecticut River adjacent to the supply well.\r\n\r\nGround-water flow in the aquifer supplying water to Dry Brook well was simulated with the U.S. Geological Survey ground-water-flow modeling code MODFLOW. The Dry Brook aquifer model was calibrated to drawdown data collected from 8 observation wells during an aquifer test conducted by pumping the supply well for 10 days at a rate of 122.2 cubic feet per minute (ft3/min; 914 gallons per minute) and to water levels collected from observation wells across the study area. Generally, the largest hydraulic conductivity values used in the model were in the sand and gravel aquifer near the Dry Brook well, which is consistent with the geologic information. Results of aquifer-test simulation indicated that spatially variable aquifer hydraulic properties and boundary conditions affected heads and ground-water flow near the well. A comparison and analysis of water-level fluctuations in study area wells to fluctuations in the Connecticut River indicated a hydraulic connection of the aquifer with the river, which is also consistent with geologic information. Simulated ground-water levels indicated that most ground water in the study area flowed toward and discharged to the Connecticut River and the Dry Brook well. Small amounts of ground water also discharged to smaller streams (Dry Brook and Bachelor Brook) in the study area.\r\n\r\nAreas contributing water to the well were delineated with the MODPATH particle-tracking routine. Results of the contributing-area analysis indicated that the greatest sources of water to the well were recharge in the Dry Brook Hill area and infiltration of Connecticut River water in an area beyond the extent of the confining bed where the aquifer is in hydraulic connection with the river. The amount of water entering the Dry Brook well from recharge dominated at a lower pumping rate (40.0 ft3/min); about 90 percent of the pumped water originated from recharge and boundary flow, and infiltration from the Connecticut River supplied the remaining 10 percent. At a high pumping rate (122.2 ft3/min), however, about half of the water pumped from the Dry Brook well originated from recharge and boundary flow (49 percent), and half originated from infiltration of water from the Connecticut River (51 percent).\r\n\r\nResults of a sensitivity analysis of the extent of areas contributing water to the Dry Brook well when pumped at 122.2 ft3/min indicated that the size of these areas did not substantially change when aquifer properties were varied. In contrast, however, the size of these areas changed most when the recharge","language":"ENGLISH","doi":"10.3133/wri034320","usgsCitation":"Garabedian, S.P., and Stone, J., 2004, Delineation of Areas Contributing Water to the Dry Brook Public-Supply Well, South Hadley, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 2003-4320, 56 p., https://doi.org/10.3133/wri034320.","productDescription":"56 p.","costCenters":[],"links":[{"id":182037,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5459,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri034320/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db67220a","contributors":{"authors":[{"text":"Garabedian, Stephen P.","contributorId":91090,"corporation":false,"usgs":true,"family":"Garabedian","given":"Stephen","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":248941,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stone, Janet Radway","contributorId":72793,"corporation":false,"usgs":true,"family":"Stone","given":"Janet Radway","affiliations":[],"preferred":false,"id":248940,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":54088,"text":"wri034276 - 2004 - Regional Relations in Bankfull Channel Characteristics determined from flow measurements at selected stream-gaging stations in West Virginia, 1911-2002","interactions":[],"lastModifiedDate":"2012-02-02T00:11:37","indexId":"wri034276","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2003-4276","title":"Regional Relations in Bankfull Channel Characteristics determined from flow measurements at selected stream-gaging stations in West Virginia, 1911-2002","docAbstract":"Three bankfull channel characteristics?cross-sectional area, width, and depth?were significantly correlated with drainage area in regression equations developed for two regions in West Virginia. Channel characteristics were determined from analysis of flow measurements made at 74 U.S. Geological Survey stream-gaging stations at flows between 0.5 and 5.0 times bankfull flow between 1911 and 2002.\r\n\r\nGraphical and regression analysis were used to delineate an 'Eastern Region' and a 'Western Region,' which were separated by the boundary between the Appalachian Plateaus and Valley and Ridge Physiographic Provinces. Streams that drained parts of both provinces had channel characteristics typical of the Eastern Region, and were grouped with it. Standard error for the six regression equations, three for each region, ranged between 8.7 and 16 percent. Cross-sectional area and depth were greater relative to drainage area for the Western Region than they were for the Eastern Region. Regression equations were defined for streams draining between 46.5 and 1,619 square miles for the Eastern Region, and between 2.78 and 1,354 square miles for the Western Region.\r\n\r\nStream-gaging stations with two or more cross sections where flow had been measured at flows between 0.5 and 5.0 times the 1.5-year flow showed poor replication of channel characteristics compared to the 95-percent confidence intervals of the regression, suggesting that within-reach variability for the stream-gaging stations may be substantial. A disproportionate number of the selected stream-gaging stations were on large (drainage area greater than 100 square miles) streams in the central highlands of West Virginia, and only one stream-gaging station that met data-quality criteria was available to represent the region within about 50 miles of the Ohio River north of Parkersburg, West Virginia. Many of the cross sections were at bridges, which can change channel shape. Although the data discussed in this report may not be representative of channelcharacteristics on many or most streams, the regional equations in this report provide useful information for field identification of bankfull indicators.","language":"ENGLISH","doi":"10.3133/wri034276","usgsCitation":"Messinger, T., and Wiley, J.B., 2004, Regional Relations in Bankfull Channel Characteristics determined from flow measurements at selected stream-gaging stations in West Virginia, 1911-2002: U.S. Geological Survey Water-Resources Investigations Report 2003-4276, vi; 43 p.; ill.; maps; 28 cm., https://doi.org/10.3133/wri034276.","productDescription":"vi; 43 p.; ill.; maps; 28 cm.","costCenters":[],"links":[{"id":178189,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5528,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri034276/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db6249b2","contributors":{"authors":[{"text":"Messinger, Terence 0000-0003-4084-9298 tmessing@usgs.gov","orcid":"https://orcid.org/0000-0003-4084-9298","contributorId":2717,"corporation":false,"usgs":true,"family":"Messinger","given":"Terence","email":"tmessing@usgs.gov","affiliations":[{"id":642,"text":"West Virginia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":249181,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wiley, Jeffrey B.","contributorId":59746,"corporation":false,"usgs":true,"family":"Wiley","given":"Jeffrey","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":249182,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":57773,"text":"wri034208 - 2004 - Characterization of aquifer heterogeneity using cyclostratigraphy and geophysical methods in the upper part of the Karstic Biscayne Aquifer, Southeastern Florida","interactions":[],"lastModifiedDate":"2020-05-01T18:21:07.949102","indexId":"wri034208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2003-4208","title":"Characterization of aquifer heterogeneity using cyclostratigraphy and geophysical methods in the upper part of the Karstic Biscayne Aquifer, Southeastern Florida","docAbstract":"<p>This report identifies and characterizes candidate ground-water flow zones in the upper part of the shallow, eogenetic karst limestone of the Biscayne aquifer in the Lake Belt area of north-central Miami-Dade County using cyclostratigraphy, ground-penetrating radar (GPR), borehole geophysical logs, and continuously drilled cores. About 60 miles of GPR profiles were used to calculate depths to shallow geologic contacts and hydrogeologic units, image karst features, and produce qualitative views of the porosity distribution. Descriptions of the lithology, rock fabrics, and cyclostratigraphy, and interpretation of depositional environments of 50 test coreholes were linked to the geophysical interpretations to provide an accurate hydrogeologic framework. Molluscan and benthic foraminiferal paleontologic constraints guided interpretation of depositional environments represented by rockfabric facies. Digital borehole images were used to characterize and quantify large-scale vuggy porosity. Preliminary heat-pulse flowmeter data were coupled with the digital borehole image data to identify candidate ground-water flow zones. Combined results show that the porosity and permeability of the karst limestone of the Biscayne aquifer have a highly heterogeneous and anisotropic distribution that is mostly related to secondary porosity overprinting vertical stacking of rock-fabric facies within high-frequency cycles (HFCs). This distribution of porosity produces a dual-porosity system consisting of diffuse-carbonate and conduit flow zones. The nonuniform ground-water flow in the upper part of the Biscayne aquifer is mostly localized through secondary permeability, the result of solution-enlarged carbonate grains, depositional textures, bedding planes, cracks, root molds, and paleokarst surfaces. Many of the resulting pore types are classified as touching vugs. GPR, borehole geophysical logs, and whole-core analyses show that there is an empirical relation between formation porosity, permeability, formation electrical conductivity, and GPR reflection amplitudes? as porosity and permeability increase, formation electrical conductivity increases and reflection amplitude decreases. This relation was observed throughout the entire vertical and lateral section of the upper part of the Biscayne aquifer in the study area. Further, upward-shallowing brackish- or freshwatercapped cycles of the upper part of the Fort Thompson Formation show low-amplitude reflections near their base that correspond to relatively higher porosity and permeability. This distribution is related to a systematic vertical stacking of rock-fabric facies within the cycle. Inferred flow characteristics of the porosity distribution within the upper part of the Biscayne aquifer were used to identify four ground-water flow classes, with each characterized by a discrete pore system that affects vertical and horizontal groundwater flow: (1) a low-permeability peat, muck, and marl ground-water flow class; (2) a horizontal conduit ground-water flow class; (3) a leaky, low-permeability ground-water flow class; and (4) a diffuse-carbonate ground-water flow class. At the top of the Biscayne aquifer, peat, muck, and marl can combine to form a relatively low-permeability layer of Holocene sediment that water moves through slowly. Most horizontal conduit flow is inferred to occur along touching vugs in portions of the following rock-fabric facies: (1) touchingvug pelecypod floatstone and rudstone, (2) sandy touching-vug pelecypod floatstone and rudstone, (3) vuggy wackestone and packstone, (4) laminated peloid grainstone and packstone, (5) peloid grainstone and packstone, and (6) peloid wackestone and packstone. Gastropod floatstone and rudstone, mudstone and wackestone, and pedogenic limestone rock-fabric facies are the main hosts for leaky, low-permeability units.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri034208","usgsCitation":"Cunningham, K.J., Carlson, J.L., Wingard, G.L., Robinson, E., and Wacker, M.A., 2004, Characterization of aquifer heterogeneity using cyclostratigraphy and geophysical methods in the upper part of the Karstic Biscayne Aquifer, Southeastern Florida: U.S. Geological Survey Water-Resources Investigations Report 2003-4208, vi, 66 p., https://doi.org/10.3133/wri034208.","productDescription":"vi, 66 p.","costCenters":[{"id":243,"text":"Eastern Geology and Paleoclimate Science Center","active":true,"usgs":true},{"id":40020,"text":"Florence Bascom Geoscience Center","active":true,"usgs":true}],"links":[{"id":5731,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri034208/","linkFileType":{"id":5,"text":"html"}},{"id":181648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"48","country":"United States","state":"Florida","county":"","otherGeospatial":"Biscayne Aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.57373046875,\n              25.18505888358067\n            ],\n            [\n              -80.17822265625,\n              25.18505888358067\n            ],\n            [\n              -80.17822265625,\n              26.244156283890756\n            ],\n            [\n              -80.57373046875,\n              26.244156283890756\n            ],\n            [\n              -80.57373046875,\n              25.18505888358067\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4de8","contributors":{"authors":[{"text":"Cunningham, Kevin J. 0000-0002-2179-8686 kcunning@usgs.gov","orcid":"https://orcid.org/0000-0002-2179-8686","contributorId":1689,"corporation":false,"usgs":true,"family":"Cunningham","given":"Kevin","email":"kcunning@usgs.gov","middleInitial":"J.","affiliations":[{"id":269,"text":"FLWSC-Ft. Lauderdale","active":true,"usgs":true}],"preferred":true,"id":257757,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlson, Janine L.","contributorId":99632,"corporation":false,"usgs":true,"family":"Carlson","given":"Janine","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":257760,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wingard, G. Lynn 0000-0002-3833-5207 lwingard@usgs.gov","orcid":"https://orcid.org/0000-0002-3833-5207","contributorId":605,"corporation":false,"usgs":true,"family":"Wingard","given":"G.","email":"lwingard@usgs.gov","middleInitial":"Lynn","affiliations":[{"id":243,"text":"Eastern Geology and Paleoclimate Science Center","active":true,"usgs":true},{"id":40020,"text":"Florence Bascom Geoscience Center","active":true,"usgs":true}],"preferred":true,"id":257759,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Robinson, Edward","contributorId":99633,"corporation":false,"usgs":true,"family":"Robinson","given":"Edward","affiliations":[],"preferred":false,"id":257761,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Wacker, Michael A. mwacker@usgs.gov","contributorId":2162,"corporation":false,"usgs":true,"family":"Wacker","given":"Michael","email":"mwacker@usgs.gov","middleInitial":"A.","affiliations":[{"id":269,"text":"FLWSC-Ft. Lauderdale","active":true,"usgs":true}],"preferred":true,"id":257758,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":57771,"text":"ofr20041293 - 2004 - Preliminary grid data and maps for an aeromagnetic survey of the Taylor mountains quadrangle and a portion of the Bethel quadrangle, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:12:02","indexId":"ofr20041293","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2004-1293","title":"Preliminary grid data and maps for an aeromagnetic survey of the Taylor mountains quadrangle and a portion of the Bethel quadrangle, Alaska","docAbstract":"A preliminary data grid and maps are presented for an aeromagnetic survey of the Taylor Mountains and a portion of the Bethel quadrangles, Alaska. The aeromagnetic survey was flown by McPhar Geosurveys Ltd. for the U.S. Geological Survey (USGS). A flight-line spacing of 1,600 meters (1 mile) and nominal flight height of 305 meters (1,000 feet) above topography (draped) was used for the survey. The preliminary data grid has a grid cell size of 350 meters (1150 feet). Final data processing and quality control have not been applied to these data. The purpose of this preliminary data release is to allow prompt public access to these data, which are of interest for active mineral exploration in the region. A more complete data release and description will be published later once the final data processing is complete.","language":"ENGLISH","doi":"10.3133/ofr20041293","usgsCitation":"Saltus, R.W., and Milicevic, B., 2004, Preliminary grid data and maps for an aeromagnetic survey of the Taylor mountains quadrangle and a portion of the Bethel quadrangle, Alaska (Version 1.0, Online only): U.S. Geological Survey Open-File Report 2004-1293, 10 p., https://doi.org/10.3133/ofr20041293.","productDescription":"10 p.","onlineOnly":"Y","costCenters":[],"links":[{"id":110510,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_68729.htm","linkFileType":{"id":5,"text":"html"},"description":"68729"},{"id":181540,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5729,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2004/1293/","linkFileType":{"id":5,"text":"html"}}],"scale":"48","edition":"Version 1.0, Online only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667ecb","contributors":{"authors":[{"text":"Saltus, R. W.","contributorId":85588,"corporation":false,"usgs":true,"family":"Saltus","given":"R.","middleInitial":"W.","affiliations":[],"preferred":false,"id":257752,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Milicevic, B.","contributorId":65716,"corporation":false,"usgs":true,"family":"Milicevic","given":"B.","email":"","affiliations":[],"preferred":false,"id":257751,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":54188,"text":"wdrTX031 - 2004 - Water resources data Texas, water year 2003, volume 1. Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, and intervening coastal basins","interactions":[],"lastModifiedDate":"2017-06-07T11:06:33","indexId":"wdrTX031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"TX-03-1","title":"Water resources data Texas, water year 2003, volume 1. Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, and intervening coastal basins","docAbstract":"Water-resources data for the 2003 water year for Texas are presented in six volumes, and consist of records of stage, discharge, and water quality of streams and canals; stage, contents, and water-quality of lakes and reservoirs; and water levels and water quality of ground-water wells. Volume 1 contains records for water discharge at 72 gaging stations; stage only at 3 gaging stations; stage and contents at 35 lakes and reservoirs; water quality at 28 gaging stations; and data for 9 partial-record stations comprised of 6 flood-hydrograph and 3 low-flow stations. Also included are lists of discontinued surface-water discharge or stage-only stations and discontinued surface-water-quality stations. Additional water data were collected at various sites, not part of the systematic data-collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating Federal, State, and local agencies in Texas. Records for a few pertinent stations in the bordering States also are included.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrTX031","collaboration":"Prepared in cooperation with the State of Texas and with other agencies","usgsCitation":"Gandara, S.C., 2004, Water resources data Texas, water year 2003, volume 1. Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, and intervening coastal basins: U.S. Geological Survey Water Data Report TX-03-1, HTML Document; Report: xxxii, 450 p., https://doi.org/10.3133/wdrTX031.","productDescription":"HTML Document; Report: xxxii, 450 p.","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":174960,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5297,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/WDR-TX-03-1/","linkFileType":{"id":5,"text":"html"}},{"id":333985,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/WDR-TX-03-1/pdf/VOL1-2003.pdf","text":"Report","size":"6.8 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n    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,{"id":54190,"text":"wdrTX033 - 2004 - Water resources data Texas, water year 2003, volume 3. San Jacinto River basin, Brazos River basin, San Bernard River basin, and intervening coastal basins","interactions":[],"lastModifiedDate":"2017-06-07T17:02:59","indexId":"wdrTX033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"TX-03-3","title":"Water resources data Texas, water year 2003, volume 3. 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,{"id":54191,"text":"wdrTX034 - 2004 - Water resources data Texas, water year 2003, volume 4. Colorado River basin, Lavaca River basin, and intervening coastal basins","interactions":[],"lastModifiedDate":"2017-06-07T11:04:59","indexId":"wdrTX034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"TX-03-4","title":"Water resources data Texas, water year 2003, volume 4. 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,{"id":54195,"text":"wdrCA032 - 2004 - Water Resources Data -- California, Water Year 2003, Volume 2, Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley","interactions":[],"lastModifiedDate":"2012-02-02T00:11:52","indexId":"wdrCA032","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CA-03-2","title":"Water Resources Data -- California, Water Year 2003, Volume 2, Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley","docAbstract":"Water-resources data for the 2003 water year for California consist of records of stage, discharge, and water quality of streams, stage and contents in lakes and reservoirs, and water levels and water quality in wells. Volume 2 contains discharge records for 134 gaging stations, stage and content records for 8 lakes and reservoirs, gage-height records for 6 stations, and water-quality records for 43 streamflow-gaging stations and 5 water-quality partial-record stations. Also included are data for 1 low-flow partial-record station, and 1 miscellaneous-measurement station. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in California.","language":"ENGLISH","doi":"10.3133/wdrCA032","usgsCitation":"Smithson, J., Webster, M., Pope, G., Friebel, M., and Freeman, L., 2004, Water Resources Data -- California, Water Year 2003, Volume 2, Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley: U.S. Geological Survey Water Data Report CA-03-2, 551 p., https://doi.org/10.3133/wdrCA032.","productDescription":"551 p.","costCenters":[],"links":[{"id":174014,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5304,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/wdr-ca-03-2/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd2d6","contributors":{"authors":[{"text":"Smithson, J.R.","contributorId":41073,"corporation":false,"usgs":true,"family":"Smithson","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":249477,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Webster, M.D.","contributorId":68385,"corporation":false,"usgs":true,"family":"Webster","given":"M.D.","email":"","affiliations":[],"preferred":false,"id":249479,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pope, G.L.","contributorId":58692,"corporation":false,"usgs":true,"family":"Pope","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":249478,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Friebel, M.F.","contributorId":23207,"corporation":false,"usgs":true,"family":"Friebel","given":"M.F.","email":"","affiliations":[],"preferred":false,"id":249476,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Freeman, L.A.","contributorId":86374,"corporation":false,"usgs":true,"family":"Freeman","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":249480,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":54231,"text":"wdrKS031 - 2004 - Water Resources Data--Kansas, Water Year 2003","interactions":[],"lastModifiedDate":"2012-02-02T00:11:55","indexId":"wdrKS031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"KS-03-1","title":"Water Resources Data--Kansas, Water Year 2003","docAbstract":"Water-resources data for the 2003 water year for Kansas consist of records of stage, discharge, and water quality of streams; elevation and contents of lakes and reservoirs; and water levels of ground-water wells. This report contains records for water discharge at 148 complete-record gaging stations; elevation and contents at 17 lakes and reservoirs; water-quality records at 2 precipitation stations, water-level data at 12 observation wells; and records of specific conductance, pH, water temperature, dissolved oxygen, and turbidity at 11 gaging stations and 2 lakes with water-quality monitors. Also included are discharge data for 27 high-flow partial-record stations, miscellaneous onsite water-quality data collected at 138 stations, and suspended-sediment concentration for 11 stations. These data represent that part of the National Water Information System collected by the U.S. Geological Survey in cooperation with local, State, and Federal agencies in Kansas.","language":"ENGLISH","doi":"10.3133/wdrKS031","usgsCitation":"Putnam, J., and Schneider, D., 2004, Water Resources Data--Kansas, Water Year 2003: U.S. Geological Survey Water Data Report KS-03-1, 641 p., https://doi.org/10.3133/wdrKS031.","productDescription":"641 p.","costCenters":[],"links":[{"id":5341,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/WDRKS031/","linkFileType":{"id":5,"text":"html"}},{"id":173845,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa421","contributors":{"authors":[{"text":"Putnam, J.E.","contributorId":54634,"corporation":false,"usgs":true,"family":"Putnam","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":249604,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, D.R.","contributorId":67579,"corporation":false,"usgs":true,"family":"Schneider","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":249605,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":57258,"text":"wdrNJ031 - 2004 - Water Resources Data, New Jersey, Water Year 2003; Volume 1. Surface-Water Data","interactions":[],"lastModifiedDate":"2012-02-02T00:12:22","indexId":"wdrNJ031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"NJ-03-1","title":"Water Resources Data, New Jersey, Water Year 2003; Volume 1. Surface-Water Data","docAbstract":"Water-resources data for the 2003 Water Year for New Jersey are presented in three volumes, and consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water quality of ground water. Volume 1 contains discharge records for 100 gaging stations; tide summaries at 29 tidal gaging stations; and stage and contents at 39 lakes and reservoirs. Also included are stage and discharge for 106 crest-stage partial-record stations, stage-only at 33 tidal crest-stage gages, and discharge for 142 low-flow partial- record stations. Locations of these sites are shown in figures 8-11. Additional discharge measurements were made at 143 miscellaneous sites that are not part of the systematic data-collection program. Discontinued station tables for gaging stations, crest-stage gages, tidal crest-stage and tidal gaging stations show historical coverage. The data in this report represent that part of the National Water Information System (NWIS) data collected by the United States Geological Survey (USGS). Hydrologic conditions are also described for this water year, including streamflow, precipitation, reservoir conditions, and air temperatures.","language":"ENGLISH","doi":"10.3133/wdrNJ031","usgsCitation":"Reed, T., White, B., Centinaro, G., Dudek, J., Protz, A., Shvanda, J., and Watson, A., 2004, Water Resources Data, New Jersey, Water Year 2003; Volume 1. Surface-Water Data: U.S. Geological Survey Water Data Report NJ-03-1, 388 p., https://doi.org/10.3133/wdrNJ031.","productDescription":"388 p.","costCenters":[],"links":[{"id":184044,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5691,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wdrnj031/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb240","contributors":{"authors":[{"text":"Reed, T.J. 0000-0002-9943-4081","orcid":"https://orcid.org/0000-0002-9943-4081","contributorId":15224,"corporation":false,"usgs":true,"family":"Reed","given":"T.J.","email":"","affiliations":[],"preferred":false,"id":256490,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, B.T.","contributorId":9710,"corporation":false,"usgs":true,"family":"White","given":"B.T.","email":"","affiliations":[],"preferred":false,"id":256489,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Centinaro, G.L.","contributorId":61892,"corporation":false,"usgs":true,"family":"Centinaro","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":256493,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Dudek, J.F.","contributorId":31818,"corporation":false,"usgs":true,"family":"Dudek","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":256491,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Protz, A.R.","contributorId":97976,"corporation":false,"usgs":true,"family":"Protz","given":"A.R.","affiliations":[],"preferred":false,"id":256495,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Shvanda, J.C.","contributorId":34999,"corporation":false,"usgs":true,"family":"Shvanda","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":256492,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Watson, A.F.","contributorId":85653,"corporation":false,"usgs":true,"family":"Watson","given":"A.F.","email":"","affiliations":[],"preferred":false,"id":256494,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}}
,{"id":57255,"text":"wdrMN031 - 2004 - Water resources data in Minnesota, water year 2003 annual report","interactions":[],"lastModifiedDate":"2016-04-04T12:51:09","indexId":"wdrMN031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MN-03-1","title":"Water resources data in Minnesota, water year 2003 annual report","docAbstract":"<p>Water resources data for the 2003 water year for Minnesota consist of records of stage, discharge, and water quality of streams; stage of lakes and reservoirs; ground-water quality; and water quality in wells. This report contains discharge records for 109 stream-gaging stations; stage for 12 lakes and reservoirs; water quality for 4 stream-gaging stations; peak flow data for 90 highflow partial-record stations, and water levels for 3 groundwater observation wells. Additional water data were collected at various sites that are not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey for cooperating State and Federal agencies in Minnesota.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Mounds View, MN","doi":"10.3133/wdrMN031","usgsCitation":"Mitton, G., Guttormson, K., Stratton, G., and Wakeman, E., 2004, Water resources data in Minnesota, water year 2003 annual report: U.S. Geological Survey Water Data Report MN-03-1, xvi, 347 p., https://doi.org/10.3133/wdrMN031.","productDescription":"xvi, 347 p.","numberOfPages":"365","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":184041,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdrMN031.JPG"},{"id":5689,"rank":100,"type":{"id":15,"text":"Index 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,{"id":57252,"text":"wdrCO032 - 2004 - Water resources data for Colorado, water year 2003; Volume 2. Colorado River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:12:22","indexId":"wdrCO032","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CO-03-2","title":"Water resources data for Colorado, water year 2003; Volume 2. Colorado River basin","docAbstract":"Water-resources data for Colorado for water year 2003 consist of records of stage, discharge, and water quality of streams; stage, contents, and water-quality of lakes and reservoirs; meteorological data; and water levels and water quality of wells and springs. This report (volumes 1 and 2) contains discharge records for 329 gaging stations, stage and contents of 19 lakes and reservoirs, discharge measurements for 1 partial-record low-flow station and 1 miscellaneous site, peak-flow information for 23 crest-stage partial-record stations, water-quality data for 128 gaging stations and 8 lakes and reservoirs, supplemental water-quality data for 182 gaged sites, water-quality data for 61 miscellaneous sites and 15 observation wells, water levels for 3 observation wells; and meteorological data for 62 sites. Three pertinent stations operated by bordering States also are included in this report. The records were collected and computed by the Water Resources Discipline of the U.S. Geological Survey under the direction of W.F. Horak, District Chief. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and by cooperating State and Federal agencies.","language":"ENGLISH","doi":"10.3133/wdrCO032","usgsCitation":"Crowfoot, R., Boulger, R., and O’Neill, G.B., 2004, Water resources data for Colorado, water year 2003; Volume 2. Colorado River basin: U.S. Geological Survey Water Data Report CO-03-2, 575 p., https://doi.org/10.3133/wdrCO032.","productDescription":"575 p.","costCenters":[],"links":[{"id":184630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5688,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/wdr-co-03-1/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7422","contributors":{"authors":[{"text":"Crowfoot, R.M.","contributorId":6116,"corporation":false,"usgs":true,"family":"Crowfoot","given":"R.M.","affiliations":[],"preferred":false,"id":256469,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Boulger, R.W.","contributorId":86386,"corporation":false,"usgs":true,"family":"Boulger","given":"R.W.","affiliations":[],"preferred":false,"id":256471,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"O’Neill, G. B.","contributorId":72450,"corporation":false,"usgs":true,"family":"O’Neill","given":"G.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":256470,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57251,"text":"wdrCO031 - 2004 - Water resources data, Colorado, water year 2003; Volume 1. Missouri River basin, Arkansas River basin, and Rio Grande basin","interactions":[],"lastModifiedDate":"2012-02-02T00:12:22","indexId":"wdrCO031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CO-03-1","title":"Water resources data, Colorado, water year 2003; Volume 1. Missouri River basin, Arkansas River basin, and Rio Grande basin","docAbstract":"Water-resources data for Colorado for water year 2003 consist of records of stage, discharge, and water quality of streams; stage, contents, and water-quality of lakes and reservoirs; meteorological data; and water levels and water quality of wells and springs. This report (volumes 1 and 2) contains discharge records for 329 gaging stations, stage and contents of 19 lakes and reservoirs, discharge measurements for 1 partial-record low-flow station and 1 miscellaneous site, peak-flow information for 23 crest-stage partial-record stations, water-quality data for 128 gaging stations and 8 lakes and reservoirs, supplemental water-quality data for 182 gaged sites, water-quality data for 61 miscellaneous sites and 15 observation wells, water levels for 3 observation wells; and meteorological data for 62 sites. Three pertinent stations operated by bordering States also are included in this report. The records were collected and computed by the Water Resources Discipline of the U.S. Geological Survey under the direction of W.F. Horak, District Chief. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and by cooperating State and Federal agencies.","language":"ENGLISH","doi":"10.3133/wdrCO031","usgsCitation":"Crowfoot, R., Payne, W., and O’Neill, G.B., 2004, Water resources data, Colorado, water year 2003; Volume 1. Missouri River basin, Arkansas River basin, and Rio Grande basin: U.S. Geological Survey Water Data Report CO-03-1, 577 p., https://doi.org/10.3133/wdrCO031.","productDescription":"577 p.","costCenters":[],"links":[{"id":184629,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5687,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/wdr-co-03-1/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f1533","contributors":{"authors":[{"text":"Crowfoot, R.M.","contributorId":6116,"corporation":false,"usgs":true,"family":"Crowfoot","given":"R.M.","affiliations":[],"preferred":false,"id":256466,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Payne, W.F.","contributorId":32598,"corporation":false,"usgs":true,"family":"Payne","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":256467,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"O’Neill, G. B.","contributorId":72450,"corporation":false,"usgs":true,"family":"O’Neill","given":"G.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":256468,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":58256,"text":"sir20045250 - 2004 - Geologic, water-chemistry, and hydrologic data from multiple-well monitoring sites and selected water-supply wells in the Santa Clara Valley, California, 1999-2003","interactions":[],"lastModifiedDate":"2026-03-11T20:34:13.50592","indexId":"sir20045250","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-5250","title":"Geologic, water-chemistry, and hydrologic data from multiple-well monitoring sites and selected water-supply wells in the Santa Clara Valley, California, 1999-2003","docAbstract":"To better identify the three-dimensional geohydrologic framework of the Santa Clara Valley, lithologic, geologic, geophysical, geomechanical, hydraulic, and water-chemistry data were collected from eight ground-water multiple-well monitoring sites constructed in Santa Clara County, California, as part of a series of cooperative studies between the U.S. Geological Survey and the Santa Clara Valley Water District. The data are being used to update and improve the three-dimensional geohydrologic framework of the basin and to address issues related to water supply, water chemistry, sequence stratigraphy, geology, and geological hazards. This report represents a compilation of data collected from 1999 to 2003, including location and design of the monitoring sites, cone penetrometer borings, geologic logs, lithologic logs, geophysical logs, core analysis, water-chemistry analysis, ground-water-level measurements, and hydraulic and geomechanical properties from wells and core samples.\r\n\r\n\r\n     Exploratory cone penetrometer borings taken in the upper 17 to 130 feet at six of the monitoring sites identified the base of Holocene as no deeper than 75 feet in the central confined area and no deeper than 35 feet in the southern unconfined areas of the valley. Generalized lithologic characterization from the monitoring sites indicates about four to six different aquifer units separated by relatively fine-grained units occur within the alluvial deposits shallower than 860 feet deep. Analysis of geophysical logs indicates that coarse-grained units varied in thickness between 10 and 25 feet in the southeastern unconfined area of the valley and between 50 and 200 feet in the south-central and southwestern areas of the valley. Deviations from temperature-gradient logs indicate that the majority of horizontal ground-water flow occurs above a depth of 775 feet in the south central and above 510 feet in the southeastern areas of the valley. Bulk physical properties from more than 1,150 feet of core samples indicate an average primary-wave velocity of about 5,515 feet per second, a bimodal distribution of density between 2.19 and 2.32 grams per cubic centimeter with an average of 2.16 grams per cubic centimeter, and a magnetic susceptibility that generally ranged between \r\n9 and 40 with an average of 22. \r\n\r\n\r\n     Water-chemistry data indicate that the ground water in the alluvial aquifers generally is low in total dissolved solids and chloride and of good quality. Isotopic data indicate that water from artificial recharge is present throughout the shallower parts of the aquifer system but may not be present toward the center of the valley. The percentage of water from artificial recharge present in ground water ranges from 0 to 61 percent for water-supply wells. The age of most shallow ground water is less than 2,000 years before present, and the age of deeper ground water is as much as 39,900 years before present, as determined from carbon age dates. \r\n\r\n\r\n     Initial water-level data from the multiple-well monitoring sites indicate seasonal water-level fluctuations as great as 60 feet and water-level differences between aquifers as great as 10 feet. The water-level hydrographs indicate different water-level changes and relations between aquifers in different parts of the basin. However, most of these hydrographs indicate the potential for downward water-level gradients, with lower hydraulic heads in the deeper monitoring wells.\r\n\r\n\r\n     Hydraulic properties of selected new monitoring wells indicate that horizontal hydraulic conductivities range from 0.1 to 583 feet per day. Hydraulic testing of selected core samples yielded vertical hydraulic conductivity values ranging from 8 x 10-4 to 0.3 feet per day, and effective porosity values ranging from 0.21 to 0.4. Geomechanical properties estimated from one-dimensional consolidation tests of selected core samples resulted in geometric mean inelastic and elastic specific storage values of 1.5 x 10-","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20045250","usgsCitation":"Newhouse, M., Hanson, R.T., Wentworth, C., Everett, R., Williams, C., Tinsley, J.C., Noce, T., and Carkin, B., 2004, Geologic, water-chemistry, and hydrologic data from multiple-well monitoring sites and selected water-supply wells in the Santa Clara Valley, California, 1999-2003: U.S. Geological Survey Scientific Investigations Report 2004-5250, 142 p., https://doi.org/10.3133/sir20045250.","productDescription":"142 p.","costCenters":[],"links":[{"id":5839,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2004/5250/index.html","linkFileType":{"id":5,"text":"html"}},{"id":185240,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687ffe","contributors":{"authors":[{"text":"Newhouse, M.W.","contributorId":65892,"corporation":false,"usgs":true,"family":"Newhouse","given":"M.W.","email":"","affiliations":[],"preferred":false,"id":258568,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hanson, R. T.","contributorId":91148,"corporation":false,"usgs":true,"family":"Hanson","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":258569,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wentworth, C. M. 0000-0003-2569-569X","orcid":"https://orcid.org/0000-0003-2569-569X","contributorId":106466,"corporation":false,"usgs":true,"family":"Wentworth","given":"C. M.","affiliations":[],"preferred":false,"id":258570,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Everett, Rhett R. 0000-0001-7983-6270 reverett@usgs.gov","orcid":"https://orcid.org/0000-0001-7983-6270","contributorId":843,"corporation":false,"usgs":true,"family":"Everett","given":"Rhett R.","email":"reverett@usgs.gov","affiliations":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"preferred":false,"id":258563,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Williams, C.F. 0000-0003-2196-5496","orcid":"https://orcid.org/0000-0003-2196-5496","contributorId":20401,"corporation":false,"usgs":true,"family":"Williams","given":"C.F.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":false,"id":258564,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Tinsley, J. C.","contributorId":65827,"corporation":false,"usgs":true,"family":"Tinsley","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":258567,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Noce, T.E.","contributorId":54285,"corporation":false,"usgs":true,"family":"Noce","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":258566,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Carkin, B.A.","contributorId":41524,"corporation":false,"usgs":true,"family":"Carkin","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":258565,"contributorType":{"id":1,"text":"Authors"},"rank":8}]}}
]}