Transport of nutrients (primarily forms of nitrogen and phosphorus) to lakes and resulting accelerated eutrophication are serious concerns for planners and managers of lakes in urban and developing suburban areas of the country. Runoff from urban land surfaces such as streets, lawns, and rooftops has been noted to contain high concentrations of nutrients; lawns and streets were the largest sources of phosphorus in residential areas (Waschbusch, Selbig and Bannerman, 1999). The cumulative contribution from many lawns to the amount of nutrients in lakes is not well understood and potentially could be a large part of the total nutrient contribution.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri024130","usgsCitation":"Garn, H.S., 2002, Effects of lawn fertilizer on nutrient concentration in runoff from lakeshore lawns, Lauderdale Lakes, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 2002-4130, 6 p., https://doi.org/10.3133/wri024130.","productDescription":"6 p.","numberOfPages":"6","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":161924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":3822,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://wi.water.usgs.gov/pubs/wrir-02-4130/wrir-02-4130.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","otherGeospatial":"Lauderdale Lakes","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.59752655029297,\n 42.750163615301936\n ],\n [\n -88.59752655029297,\n 42.80081680096769\n ],\n [\n -88.53675842285156,\n 42.80081680096769\n ],\n [\n -88.53675842285156,\n 42.750163615301936\n ],\n [\n -88.59752655029297,\n 42.750163615301936\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611d0b","contributors":{"authors":[{"text":"Garn, Herbert S. hsgarn@usgs.gov","contributorId":2592,"corporation":false,"usgs":true,"family":"Garn","given":"Herbert","email":"hsgarn@usgs.gov","middleInitial":"S.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":230751,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":54817,"text":"wdrNM011 - 2002 - Water Resources Data, New Mexico, Water Year 2001","interactions":[],"lastModifiedDate":"2013-07-08T13:06:01","indexId":"wdrNM011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"NM-01-1","title":"Water Resources Data, New Mexico, Water Year 2001","docAbstract":"Water-resources data for the 2001 water year for New Mexico consist of records of discharge and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality in wells and springs. This report contains discharge records for 173 gaging stations; stage and contents for 24 lakes and reservoirs; water quality for 37 gaging stations, 43 wells, and II partial-record stations and miscellaneous sites; and water levels at 136 observation well s. Also included are 84 creststage, partial-record stations. Additional water data were collected at various sites not involved in the systematic data-collection program and are published as miscellaneous measurements. One seepage investigation was made during the year. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating Federal, State, and local agencies in New Mexico.","language":"ENGLISH","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNM011","usgsCitation":"Byrd, D., Lange, K., and Beal, L., 2002, Water Resources Data, New Mexico, Water Year 2001: U.S. Geological Survey Water Data Report NM-01-1, 436 p., https://doi.org/10.3133/wdrNM011.","productDescription":"436 p.","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":181605,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":270282,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/2001/nm-01-1/report.pdf"}],"country":"United States","state":"New Mexico","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109.0502,31.3322 ], [ -109.0502,37.0003 ], [ -103.002,37.0003 ], [ -103.002,31.3322 ], [ -109.0502,31.3322 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faf76","contributors":{"authors":[{"text":"Byrd, Dave","contributorId":59114,"corporation":false,"usgs":true,"family":"Byrd","given":"Dave","email":"","affiliations":[],"preferred":false,"id":251643,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lange, Kathy","contributorId":12563,"corporation":false,"usgs":true,"family":"Lange","given":"Kathy","affiliations":[],"preferred":false,"id":251642,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Beal, Linda","contributorId":59877,"corporation":false,"usgs":true,"family":"Beal","given":"Linda","affiliations":[],"preferred":false,"id":251644,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":45002,"text":"wri20024005 - 2002 - Streamflow and Suspended-Sediment Loads Before, During, and After H-3 Highway Construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii Drainage Basins, Oahu, Hawaii, 1983-99","interactions":[],"lastModifiedDate":"2012-03-08T17:16:16","indexId":"wri20024005","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-4005","title":"Streamflow and Suspended-Sediment Loads Before, During, and After H-3 Highway Construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii Drainage Basins, Oahu, Hawaii, 1983-99","docAbstract":"A long-term study (1983?99) was conducted to determine the effects of the H-3 Highway construction on streamflow and suspended-sediment transport on Oahu, Hawaii. Data were collected at five streamflow-gaging stations before, during, and after construction and at two stream-gaging stations during and after construction. Drainage areas at the seven streamflow-gaging stations ranged from 0.40 to 4.01 mi2 and highway construction affected from 4 to 15 percent of these areas. Analysis of covariance and regression techniques were used to assess changes in streamflow and suspended-sediment loads during and after construction, relative to before-construction conditions.\r\n\r\nStreamflow at the seven streamflow-gaging stations was compared to streamflow at an index station unaffected by highway construction. Streamflow data were divided into low- and high-flow classes, and the two flow classes were analyzed separately. Additionally, instantaneous peak flows were analyzed at three streamflow-gaging stations. During construction, observed low flows significantly increased by 108 percent at Luluku Stream, a tributary to Kamooalii Stream, and decreased by 31 percent at Kamooalii Stream. After construction, low flows increased by 47 percent at North Halawa Stream near Honolulu compared to low flows during construction. Low flows at Luluku Stream increased by 99 percent after construction compared to before construction. Increased low flows were attributed to removal of vegetation for construction and the increase of impervious areas that reduced infiltration. Decreased low flows were attributed to increased ground-water withdrawals and construction activities.\r\n\r\nHigh flows observed during highway construction compared to before construction increased significantly only at Haiku Stream (by 25 percent). Observed high flows after construction compared to during construction increased significantly only at Kamooalii Stream (by 34 percent). Observed high flows after construction compared to before construction increased by 58 percent only at Luluku Stream. All increases in observed high flows are attributed to increased runoff from land-use changes caused by the highway construction. Instantaneous peak flows increased significantly at Luluku Stream. Luluku Stream had significant increases in low and high flows both during and after construction.\r\n\r\nSuspended-sediment loads changed significantly at six out of seven sediment-gaging stations during highway construction. Construction activities increased observed suspended-sediment yields by 222, 426, 60, and 148 percent at North Halawa Stream near Kaneohe, North Halawa Stream near Honolulu, Right Branch Kamooalii Stream, and Haiku Stream, respectively. At Luluku Stream, observed suspended-sediment yields were lower during construction than before construction by 62 percent. After construction, suspended-sediment loads also changed significantly at six out of seven stream-gaging stations. Observed after-construction yields increased at North Halawa Stream near Kaneohe, North Halawa Stream near Honolulu, and Right Branch Kamooalii Stream by 49, 205, and 36 percent, respectively, and decreased at Kamooalii Stream and South Fork Kapunahala Stream by 62 and 71 percent. The observed increases in yields are smaller after construction than during construction indicating that suspended-sediment loads are likely returning to before-construction levels.\r\n\r\nThe effects of H-3 Highway construction on suspended-sediment loads were generally similar to studies of the effects of highway construction in other areas of the United States where 50 to 85 percent of the sediment loads were attributed to construction activities. The percentages of the observed yields attributable to H-3 Highway construction are similar to the above percentages, ranging from 37 to 81 percent. Decreases in suspended-sediment loads due to highway construction are unique and have not been widely reported in the literature. Where decrease in s","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri20024005","collaboration":"Prepared in cooperation with the State of Hawaii Department of Transportation and the Federal Highway Administration","usgsCitation":"Wong, M.F., and Yeatts, D.S., 2002, Streamflow and Suspended-Sediment Loads Before, During, and After H-3 Highway Construction, North Halawa, Haiku, South Fork Kapunahala, and Kamooalii Drainage Basins, Oahu, Hawaii, 1983-99: U.S. Geological Survey Water-Resources Investigations Report 2002-4005, v, 49 p., https://doi.org/10.3133/wri20024005.","productDescription":"v, 49 p.","onlineOnly":"N","additionalOnlineFiles":"N","temporalStart":"1983-01-01","temporalEnd":"1999-12-31","costCenters":[{"id":525,"text":"Pacific Islands Water Science Center","active":true,"usgs":true}],"links":[{"id":122050,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_2002_4005.jpg"},{"id":13774,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri02-4005/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -157.96666666666667,21.333333333333332 ], [ -157.96666666666667,21.466666666666665 ], [ -157.73333333333332,21.466666666666665 ], [ -157.73333333333332,21.333333333333332 ], [ -157.96666666666667,21.333333333333332 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f3f","contributors":{"authors":[{"text":"Wong, Michael F.","contributorId":43815,"corporation":false,"usgs":true,"family":"Wong","given":"Michael","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":230892,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Yeatts, Daniel S.","contributorId":22015,"corporation":false,"usgs":true,"family":"Yeatts","given":"Daniel","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":230891,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":45003,"text":"wri024009 - 2002 - Simulation of ground-water flow in the Intermediate and Floridan aquifer systems in Peninsular Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:55","indexId":"wri024009","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-4009","title":"Simulation of ground-water flow in the Intermediate and Floridan aquifer systems in Peninsular Florida","docAbstract":"A numerical model of the intermediate and Floridan aquifer systems in peninsular Florida was used to (1) test and refine the conceptual understanding of the regional ground-water flow system; (2) develop a data base to support subregional ground-water flow modeling; and (3) evaluate effects of projected 2020 ground-water withdrawals on ground-water levels. The four-layer model was based on the computer code MODFLOW-96, developed by the U.S. Geological Survey. The top layer consists of specified-head cells simulating the surficial aquifer system as a source-sink layer. The second layer simulates the intermediate aquifer system in southwest Florida and the intermediate confining unit where it is present. The third and fourth layers simulate the Upper and Lower Floridan aquifers, respectively. Steady-state ground-water flow conditions were approximated for time-averaged hydrologic conditions from August 1993 through July 1994 (1993-94). This period was selected based on data from Upper Floridan a quifer wells equipped with continuous water-level recorders. The grid used for the ground-water flow model was uniform and composed of square 5,000-foot cells, with 210 columns and 300 rows.","language":"ENGLISH","doi":"10.3133/wri024009","usgsCitation":"Sepulveda, N., 2002, Simulation of ground-water flow in the Intermediate and Floridan aquifer systems in Peninsular Florida: U.S. Geological Survey Water-Resources Investigations Report 2002-4009, viii, 130 p. : col. ill., col. maps ; 28 cm., https://doi.org/10.3133/wri024009.","productDescription":"viii, 130 p. : col. ill., col. maps ; 28 cm.","costCenters":[],"links":[{"id":167992,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":3872,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri024009 ","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4b9d","contributors":{"authors":[{"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":230893,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44945,"text":"wri024124 - 2002 - Water quality, selected chemical characteristics, and toxicity of base flow and urban stormwater in the Pearson Creek and Wilsons Creek Basins, Greene County, Missouri, August 1999 to August 2000","interactions":[],"lastModifiedDate":"2016-12-05T11:40:23","indexId":"wri024124","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-4124","title":"Water quality, selected chemical characteristics, and toxicity of base flow and urban stormwater in the Pearson Creek and Wilsons Creek Basins, Greene County, Missouri, August 1999 to August 2000","docAbstract":"The chemistry and toxicity of base flow and urban stormwater were characterized to determine if urban stormwater was degrading the water quality\r\nof the Pearson Creek and Wilsons Creek Basins in and near the city of Springfield, Greene County, Missouri. Potentially toxic components of stormwater\r\n(nutrients, trace metals, and organic compounds)\r\nwere identified to help resource managers identify and minimize the sources of toxicants. Nutrient loading to the James River from these two basins (especially the Wilsons Creek Basin) is of some concern because of the potential to degrade downstream water quality. Toxicity related to dissolved trace metal constituents in stormwater does not appear to be a great concern in these two basins. Increased heterotrophic activity,\r\nthe result of large densities of fecal indicator bacteria introduced into the streams after storm events, could lead to associated dissolved oxygen stress of native biota. Analysis of stormwater samples\r\ndetected a greater number of polycyclic aromatic\r\nhydrocarbons (PAHs) and volatile organic compounds (VOCs) than were present in base-flow samples. The number and concentrations of pesticides detected in both the base-flow and stormwater samples were similar.Genotoxicity tests were performed to determine\r\nthe bioavilability of chemical contaminants and determine the potential harmful effects on aquatic biota of Pearson Creek and Wilsons Creek. Genotoxicity was determined from dialysates from both long-term (approximately 30 days) and storm-event (3 to 5 days) semipermeable membrane\r\ndevice (SPMD) samples that were collected in each basin. Toxicity tests of SPMD samples indicated evidence of genotoxins in all SPMD samples. Hepatic activity assessment of one long-term SPMD sample indicated evidence of contaminant\r\nuptake in fish. Chemical analyses of the SPMD samples found that relatively few pesticides\r\nand pesticide metabolites had been sequestered\r\nin the lipid material of the SPMD; however, numerous PAHs and VOCs were detected in both the long-term and the storm-event exposures. It is suspected, based on the compounds detected in the SPMDs and the water samples, that the observed genotoxicity is largely the result of PAHs and VOCs that were probably derived from petroleum inputs or combustion sources. Therefore the water quality and thus the aquatic environments in the Pearson Creek and Wilsons Creek Basins are being degraded by urban derived contaminants.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri024124","usgsCitation":"Richards, J.M., and Johnson, B.T., 2002, Water quality, selected chemical characteristics, and toxicity of base flow and urban stormwater in the Pearson Creek and Wilsons Creek Basins, Greene County, Missouri, August 1999 to August 2000: U.S. Geological Survey Water-Resources Investigations Report 2002-4124, v, 80 p., https://doi.org/10.3133/wri024124.","productDescription":"v, 80 p.","costCenters":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true}],"links":[{"id":162706,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":3820,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://mo.water.usgs.gov/Reports/WRIR02-4124-Richards/index.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Missouri","city":"Springfield","otherGeospatial":"Pearson Creek Basin, Wilson Creek Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.55957031249999,\n 36.98171209590483\n ],\n [\n -93.55957031249999,\n 37.318297928999876\n ],\n [\n -92.99995422363281,\n 37.318297928999876\n ],\n [\n -92.99995422363281,\n 36.98171209590483\n ],\n [\n -93.55957031249999,\n 36.98171209590483\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f984d","contributors":{"authors":[{"text":"Richards, Joseph M. 0000-0002-9822-2706 richards@usgs.gov","orcid":"https://orcid.org/0000-0002-9822-2706","contributorId":2370,"corporation":false,"usgs":true,"family":"Richards","given":"Joseph","email":"richards@usgs.gov","middleInitial":"M.","affiliations":[{"id":36532,"text":"Central Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":230745,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, B. Thomas","contributorId":43402,"corporation":false,"usgs":true,"family":"Johnson","given":"B.","email":"","middleInitial":"Thomas","affiliations":[],"preferred":false,"id":230746,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":45006,"text":"wri024018 - 2002 - Simulation of runoff and water quality for 1990 and 2008 land-use conditions in the Reedy Creek watershed, east-central Florida","interactions":[],"lastModifiedDate":"2022-02-08T20:29:57.388541","indexId":"wri024018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-4018","title":"Simulation of runoff and water quality for 1990 and 2008 land-use conditions in the Reedy Creek watershed, east-central Florida","docAbstract":"Hydrologic and water-quality data have been collected within the 177-square-mile Reedy Creek, Florida, watershed, beginning as early as 1939, but the data have not been used to evaluate relations among land use, hydrology, and water quality. A model of the Reedy Creek watershed was developed and applied to the period January 1990 to December 1995 to provide a computational foundation for evaluating the effects of future land-use changes on hydrology and water quality in the watershed.
The Hydrological Simulation Program-Fortran (HSPF) model was used to simulate hydrology and water quality of runoff for pervious land areas, impervious land areas, and stream reaches. Six land-use types were used to characterize the hydrology and water quality of pervious and impervious land areas in the Reedy Creek watershed: agriculture, rangeland, forest, wetlands, rapid infiltration basins, and urban areas. Hydrologic routing and water-quality reactions were simulated to characterize hydrologic and water-quality processes and the movement of runoff and its constituents through the main stream channels and their tributaries.
Because of the complexity of the stream system within the Reedy Creek Improvement District (RCID) (hydraulic structures, retention ponds) and the anticipated difficulty of modeling the system, an approach of calibrating the model parameters for a subset of the gaged watersheds and confirming the usefulness of the parameters by simulating the remainder of the gaged sites was selected for this study. Two sub-watersheds (Whittenhorse Creek and Davenport Creek) were selected for calibration because both have similar land use to watersheds within the RCID (with the exception of urban areas). Given the lack of available rainfall data, the hydrologic calibration of the Whittenhorse Creek and Davenport Creek sub-watersheds was considered acceptable (for monthly data, correlation coefficients, 0.86 and 0.88, and coefficients of model-fit efficiency, 0.72 and 0.74, respectively). The hydrologic model was tested by applying the parameter sets developed for Whittenhorse Creek and Davenport Creek to other land areas within the Reedy Creek watershed, and by comparing the simulated results to observed data sets for Reedy Creek near Vineland, Bonnet Creek near Vineland, and Reedy Creek near Loughman. The hydrologic model confirmation for Reedy Creek near Vineland (correlation coefficient, 0.91, and coefficient of model fit efficiency, 0.78, for monthly flows) was acceptable. Flows for Bonnet Creek near Vineland were substantially under simulated. Consideration of the ground-water contribution to Bonnet Creek could improve the water balance simulation for Bonnet Creek near Vineland. On longer time scales (monthly or over the 72-month simulation period), simulated discharges for Reedy Creek near Loughman agreed well with observed data (correlation coefficient, 0.88). For monthly flows the coefficient of model-fit efficiency was 0.77. On a shorter time scale (less than a month), however, storm volumes were greatly over simulated and low flows (less than 8 cubic feet per second) were greatly under simulated. A primary reason for the poor results at low flows is the diversion of an unknown amount of water from the RCID at the Bonnet Creek near Kissimmee site.
Selection of water-quality constituents for simulation was based primarily on the availability of water-quality data. Dissolved oxygen, nitrogen, and phosphorus species were simulated. Representation of nutrient cycling in HSPF also required simulation of biochemical oxygen demand and phytoplankton populations. The correlation coefficient for simulated and observed daily mean dissolved oxygen concentration values at Reedy Creek near Vineland was 0.633. Simulated time series of total phosphorus, phosphate, ammonia nitrogen, and nitrate nitrogen generally agreed well with periodically observed values for the Whittenhorse Creek and Davenport Creek sites. Simulated water-quality constituents at the Bonnet Creek and Reedy Creek near Vineland sites varied as to how well the values agreed with periodically observed constituent concentrations. Simulated water-quality constituent concentrations for the Reedy Creek near Loughman site generally agreed well with observed constituent concentrations.
Simulation of a future land-use scenario for the Reedy Creek watershed was based on the hydrologic and water-quality simulations, projected 2008 land use within the RCID, and assuming no change in existing land use for other areas within the Reedy Creek watershed but external to the RCID. The percentages of forest and urban-impervious land use showed the most change between existing and future land use; forest areas decreased by 50 percent and urban-impervious areas increased by 300 percent. Simulated values of mean total phosphorus, phosphate, ammonia nitrogen, and nitrate nitrogen concentrations for existing and future land-use simulations were within 0.01 milligrams per liter of each other. The simulated maximum daily load increased an average of 10 percent for all constituents. Maximum daily nitrate nitrogen load increased about 17 percent, the greatest increase of all daily constituent loads. Duration curves of daily total phosphorus, phosphate, ammonia nitrogen, and nitrate nitrogen load indicated an increase in the likelihood of exceeding a given load throughout the range of daily constituent loads at Reedy Creek near Loughman.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri024018","usgsCitation":"Wicklein, S., and Schiffer, D.M., 2002, Simulation of runoff and water quality for 1990 and 2008 land-use conditions in the Reedy Creek watershed, east-central Florida: U.S. Geological Survey Water-Resources Investigations Report 2002-4018, vi, 221 p., https://doi.org/10.3133/wri024018.","productDescription":"vi, 221 p.","costCenters":[],"links":[{"id":168080,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":3874,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri024018","linkFileType":{"id":5,"text":"html"}},{"id":395649,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_52030.htm"}],"country":"United States","state":"Florida","otherGeospatial":"Reedy Creek watershed","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.73,\n 28.245\n ],\n [\n -81.5,\n 28.245\n ],\n [\n -81.5,\n 28.5167\n ],\n [\n -81.73,\n 28.5167\n ],\n [\n -81.73,\n 28.245\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f2230","contributors":{"authors":[{"text":"Wicklein, Shaun 0000-0003-4551-1237 smwickle@usgs.gov","orcid":"https://orcid.org/0000-0003-4551-1237","contributorId":3389,"corporation":false,"usgs":true,"family":"Wicklein","given":"Shaun","email":"smwickle@usgs.gov","affiliations":[{"id":37280,"text":"Virginia and West Virginia Water Science Center ","active":true,"usgs":true}],"preferred":true,"id":230901,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schiffer, Donna M. schiffer@usgs.gov","contributorId":2138,"corporation":false,"usgs":true,"family":"Schiffer","given":"Donna","email":"schiffer@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":230900,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":54791,"text":"wdrNJ013 - 2002 - Water resources data, New Jersey, water year 2001. Volume 3. Water-quality data","interactions":[],"lastModifiedDate":"2020-12-23T22:31:58.461439","indexId":"wdrNJ013","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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-01-3","title":"Water resources data, New Jersey, water year 2001. Volume 3. Water-quality data","docAbstract":"No abstract available.
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Jersey\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb25b","contributors":{"authors":[{"text":"DeLuca, M.J.","contributorId":7663,"corporation":false,"usgs":true,"family":"DeLuca","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":251567,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoppe, H.L.","contributorId":36994,"corporation":false,"usgs":true,"family":"Hoppe","given":"H.L.","email":"","affiliations":[],"preferred":false,"id":251568,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Doyle, H.A.","contributorId":46047,"corporation":false,"usgs":true,"family":"Doyle","given":"H.A.","email":"","affiliations":[],"preferred":false,"id":251569,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gray, B.J.","contributorId":100331,"corporation":false,"usgs":true,"family":"Gray","given":"B.J.","email":"","affiliations":[],"preferred":false,"id":251570,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":54830,"text":"wdrNV011 - 2002 - Water resources data, Nevada, water year 2001","interactions":[],"lastModifiedDate":"2024-07-22T20:53:06.113446","indexId":"wdrNV011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"NV-01-1","title":"Water resources data, Nevada, water year 2001","docAbstract":"Water resources data published herein for the 2001 water year comprise the following records:
o Water discharge for 168 gaging stations on streams, canals and drains.
o Discharge for 146 peak-flow stations and miscellaneous sites, and 14 springs.
o Stage and contents for 20 lakes and reservoirs.
o Water-quality data for 95 stream, lake, canal, spring, and drain sites, and 53 wells.
o Water levels for 97 primary/continuous record wells, and 654 secondary observation wells.
o Water withdrawals for 12 wells
o Precipitation totals for 31 stations.
Additional water-data, collected at various sites that are not part of the systematic data-collection program, are published
as miscellaneous measurements. These data represent that part of the National Water Information System
operated by the U.S. Geological Survey and cooperating State and Federal agencies in Nevada.
Data from 167 streamflow-gaging stations in or near South Carolina with 10 or more years of record through September 30, 1999, were used to develop two methods for estimating the magnitude and frequency of floods in South Carolina for rural ungaged basins that are not significantly affected by regulation. Floodfrequency estimates for 54 gaged sites in South Carolina were computed by fitting the water-year peak flows for each site to a log-Pearson Type III distribution. As part of the computation of flood-frequency estimates for gaged sites, new values for generalized skew coefficients were developed. Flood-frequency analyses also were made for gaging stations that drain basins from more than one physiographic province. The U.S. Geological Survey, in cooperation with the South Carolina Department of Transportation, updated these data from previous flood-frequency reports to aid officials who are active in floodplain management as well as those who design bridges, culverts, and levees, or other structures near streams where flooding is likely to occur.
Regional regression analysis, using generalized least squares regression, was used to develop a set of predictive equations that can be used to estimate the 2-, 5-, 10-, 25-, 50-, 100-, 200-, and 500-year recurrence- interval flows for rural ungaged basins in the Blue Ridge, Piedmont, upper Coastal Plain, and lower Coastal Plain physiographic provinces of South Carolina. The predictive equations are all functions of drainage area. Average errors of prediction for these regression equations ranged from -16 to 19 percent for the 2-year recurrence-interval flow in the upper Coastal Plain to -34 to 52 percent for the 500-year recurrenceinterval flow in the lower Coastal Plain.
A region-of-influence method also was developed that interactively estimates recurrence- interval flows for rural ungaged basins in the Blue Ridge of South Carolina. The region-of-influence method uses regression techniques to develop a unique relation between flow and basin characteristics for an individual watershed. This, then, can be used to estimate flows at ungaged sites. Because the computations required for this method are somewhat complex, a computer application was developed that performs the computations and compares the predictive errors for this method. The computer application includes the option of using the region-of-influence method, or the generalized least squares regression equations from this report to compute estimated flows and errors of prediction specific to each ungaged site. From a comparison of predictive errors using the region-of-influence method with those computed using the regional regression method, the region-of-influence method performed systematically better only in the Blue Ridge and is, therefore, not recommended for use in the other physiographic provinces.
Peak-flow data for the South Carolina stations used in the regionalization study are provided in appendix A, which contains gaging station information, log- Pearson Type III statistics, information on stage-flow relations, and water-year peak stages and flows. For informational purposes, water-year peak-flow data for stations on regulated streams in South Carolina also are provided in appendix D. Other information pertaining to the regulated streams is provided in the text of the report.
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D.L.","contributorId":55505,"corporation":false,"usgs":true,"family":"Boyle","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":256379,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Wellman, J.J.","contributorId":81972,"corporation":false,"usgs":true,"family":"Wellman","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":256380,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":44595,"text":"wri024065 - 2002 - Quantitative analysis of catastrophic geomorphic transformation from a narrow sinuous to a broad straight creek","interactions":[],"lastModifiedDate":"2012-02-02T00:10:30","indexId":"wri024065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-4065","title":"Quantitative analysis of catastrophic geomorphic transformation from a narrow sinuous to a broad straight creek","language":"ENGLISH","doi":"10.3133/wri024065","usgsCitation":"Smith, J., and Griffin, E., 2002, Quantitative analysis of catastrophic geomorphic transformation from a narrow sinuous to a broad straight creek: U.S. Geological Survey Water-Resources Investigations Report 2002-4065, NA, https://doi.org/10.3133/wri024065.","productDescription":"NA","costCenters":[],"links":[{"id":173109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a87e4b07f02db64e91f","contributors":{"authors":[{"text":"Smith, J.D.","contributorId":35796,"corporation":false,"usgs":true,"family":"Smith","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":230062,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Griffin, E.R.","contributorId":15143,"corporation":false,"usgs":true,"family":"Griffin","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":230061,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":50666,"text":"ofr02260 - 2002 - Fifty-year flood-inundation maps for Sonaguera, Honduras","interactions":[],"lastModifiedDate":"2025-08-19T13:31:21.231606","indexId":"ofr02260","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-260","title":"Fifty-year flood-inundation maps for Sonaguera, Honduras","docAbstract":"After the devastating floods caused by Hurricane Mitch in 1998, maps of the areas and depths of the 50-year-flood inundation at 15 municipalities in Honduras were prepared as a tool for agencies involved in reconstruction and planning. This report, which is one in a series of 15, presents maps of areas in the municipality of Sonaguera that would be inundated by a 50-year flood of Rio Sonaguera and its tributary, Rio Juan Lazaro. Geographic Information System (GIS) coverages of the flood inundation are available on a computer in the municipality of Sonaguera as part of the Municipal GIS project and on the Internet at the Flood Hazard Mapping Web page (http://mitchnts1.cr.usgs.gov/projects/floodhazard.html). These coverages allow users to view the flood inundation in much more detail than is possible using the maps in this report.\r\n\r\nWater-surface elevations for an estimated 50-year-flood on Rio Sonaguera and Rio Juan Lazaro at Sonaguera were determined using HEC-RAS, a one-dimensional, steady-flow, step-backwater computer program. The channel and floodplain cross sections used in HEC-RAS were developed from an airborne light-detection-and-ranging (LIDAR) topographic survey of the area and a ground survey at the bridge. There are no nearby long-term stream-gaging stations on Rio Sonaguera or Rio Juan Lazaro; therefore, the 50-year-flood discharge for Rio Sonaguera above the confluence with Rio Juan Lazaro, 194 cubic meters per second; for Rio Juan Lazaro at its mouth, 168 cubic meters per second, and for Rio Sonaguera at the downstream end of the study area, 282 cubic meters per second; were estimated using a regression equation that relates the 50-year-flood discharge to drainage area and mean annual precipitation.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr02260","usgsCitation":"Kresch, D.L., Mastin, M.C., and Olsen, T.D., 2002, Fifty-year flood-inundation maps for Sonaguera, Honduras: U.S. Geological Survey Open-File Report 2002-260, 11 p., https://doi.org/10.3133/ofr02260.","productDescription":"11 p.","costCenters":[],"links":[{"id":170464,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":4150,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2002/ofr02260/index.html","linkFileType":{"id":5,"text":"html"}}],"country":"Honduras","city":"Sonaguera","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48dae4b07f02db549932","contributors":{"authors":[{"text":"Kresch, David L.","contributorId":46084,"corporation":false,"usgs":true,"family":"Kresch","given":"David","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":242045,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mastin, Mark C. 0000-0003-4018-7861 mcmastin@usgs.gov","orcid":"https://orcid.org/0000-0003-4018-7861","contributorId":1652,"corporation":false,"usgs":true,"family":"Mastin","given":"Mark","email":"mcmastin@usgs.gov","middleInitial":"C.","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":242043,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Olsen, T. D.","contributorId":41463,"corporation":false,"usgs":true,"family":"Olsen","given":"T.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":242044,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":44575,"text":"wri024263 - 2002 - Hydraulic properties of Mt. Simon aquifer, Prairie Island Indian community, southeastern Minnesota, 2001","interactions":[],"lastModifiedDate":"2023-12-18T21:04:57.478215","indexId":"wri024263","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-4263","title":"Hydraulic properties of Mt. Simon aquifer, Prairie Island Indian community, southeastern Minnesota, 2001","docAbstract":"An aquifer test of the Mt. Simon aquifer was conducted at the northern end of the Prairie Island Indian Com-munity, in cooperation with the Prairie Island Indian Community, September 10-11, 2001 to determine hydraulic properties. Two wells at the northern end of Prairie Island were used in the aquifer test. A production well, Water-Supply Well No. 3, completed in the Mt. Simon aquifer, was pumped for 24 hours at 1,530 gal/min. Draw-down and recovery water levels were measured in the pumped well and in an observation well located 458 ft from the pumped well that was open to the Mt. Simon aquifer. Recovery water levels were measured in both wells for 10 hours after pumping ceased at Water-Supply Well No. 3.
\nHantush and Theis methods type curves were fitted to the measured drawdown and recovery curves in the observation well. The results of matching the type curves to the measured data indicate that leakage is negligible from the overlying Eau Claire confining unit into the Mt. Simon aquifer. The transmissivity and storage coeffi-cients for the Mt. Simon aquifer, determined by both methods, are 3, 000 ft2/d and 3 x 10-4, respectively. The average hydraulic conductivity, assuming an aquifer thickness of 233 ft, is 10 ft/d.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Mounds View, MN","doi":"10.3133/wri024263","collaboration":"Prepared in cooperation with the Prairie Island Indian Community","usgsCitation":"Winterstein, T.A., 2002, Hydraulic properties of Mt. Simon aquifer, Prairie Island Indian community, southeastern Minnesota, 2001: U.S. Geological Survey Water-Resources Investigations Report 2002-4263, iv, 15 p., https://doi.org/10.3133/wri024263.","productDescription":"iv, 15 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":423718,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_54111.htm","linkFileType":{"id":5,"text":"html"}},{"id":3695,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri024263/","linkFileType":{"id":5,"text":"html"}},{"id":319952,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri024263.JPG"}],"country":"United States","state":"Minnesota, Wisconsin","otherGeospatial":"Prairie Island Indian Community","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.7495002746582,\n 44.6251750802041\n ],\n [\n -92.7495002746582,\n 44.692332108191536\n ],\n [\n -92.62470245361327,\n 44.692332108191536\n ],\n [\n -92.62470245361327,\n 44.6251750802041\n ],\n [\n -92.7495002746582,\n 44.6251750802041\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a142","contributors":{"authors":[{"text":"Winterstein, Thomas A.","contributorId":25971,"corporation":false,"usgs":true,"family":"Winterstein","given":"Thomas","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":230023,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44604,"text":"wri024109 - 2002 - State of flood plain vegetation within the meander belt of the Clark Fork of the Columbia River, Deer Lodge Valley, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:10:27","indexId":"wri024109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-4109","title":"State of flood plain vegetation within the meander belt of the Clark Fork of the Columbia River, Deer Lodge Valley, Montana","language":"ENGLISH","doi":"10.3133/wri024109","usgsCitation":"Griffin, E.R., and Smith, J.D., 2002, State of flood plain vegetation within the meander belt of the Clark Fork of the Columbia River, Deer Lodge Valley, Montana: U.S. Geological Survey Water-Resources Investigations Report 2002-4109, iv, 17 p. : ill. (some col.), map ; 28 cm., https://doi.org/10.3133/wri024109.","productDescription":"iv, 17 p. : ill. (some col.), map ; 28 cm.","costCenters":[],"links":[{"id":99311,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/2002/4109/report.pdf","size":"4839","linkFileType":{"id":1,"text":"pdf"}},{"id":173654,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/2002/4109/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e4080","contributors":{"authors":[{"text":"Griffin, Eleanor R. 0000-0001-6724-9853 egriffin@usgs.gov","orcid":"https://orcid.org/0000-0001-6724-9853","contributorId":1775,"corporation":false,"usgs":true,"family":"Griffin","given":"Eleanor","email":"egriffin@usgs.gov","middleInitial":"R.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":438,"text":"National Research Program - Western Branch","active":true,"usgs":true}],"preferred":true,"id":230079,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, James Dungan","contributorId":47008,"corporation":false,"usgs":true,"family":"Smith","given":"James","email":"","middleInitial":"Dungan","affiliations":[],"preferred":false,"id":230080,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":50665,"text":"ofr02259 - 2002 - Fifty-year flood-inundation maps for Siguatepeque, Honduras","interactions":[],"lastModifiedDate":"2025-08-18T14:32:51.995427","indexId":"ofr02259","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-259","title":"Fifty-year flood-inundation maps for Siguatepeque, Honduras","docAbstract":"After the devastating floods caused by Hurricane Mitch in 1998, maps of the areas and depths of the 50-year-flood inundation at 15 municipalities in Honduras were prepared as a tool for agencies involved in reconstruction and planning. This report, which is one in a series of 15, presents maps of areas in the municipality of Siguatepeque that would be inundated by 50-year floods on Rio Selguapa, Rio Guique, Rio Celan, Rio Calan, and Quebrada Chalantuma. Geographic Information System (GIS) coverages of the flood inundation are available on a computer in the municipality of Siguatepeque as part of the Municipal GIS project and on the Internet at the Flood Hazard Mapping Web page (http://mitchnts1.cr.usgs.gov/projects/floodhazard.html). These coverages allow users to view the flood inundation in much more detail than is possible using the maps in this report.\r\n\r\nWater-surface elevations for 50-year-floods on each of the streams studied were computed using HEC-RAS, a one-dimensional, steady-flow, step-backwater computer program. The channel and floodplain cross sections used in HEC-RAS were developed from an airborne light-detection-and-ranging (LIDAR) topographic survey of the area and ground surveys at six bridges. There are no nearby long-term stream-gaging stations on any of the streams studied; therefore, the 50-year-flood discharges were estimated using a regression equation that relates the 50-year-flood discharge to drainage area and mean annual precipitation. The 50-year-flood discharges estimated for Rio Selguapa, Rio Guique, Rio Celan, Rio Calan, and Quebrada Chalantuma are 323, 168, 161, 146, and 90 cubic meters per second, respectively.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr02259","usgsCitation":"Kresch, D.L., Mastin, M.C., and Olsen, T.D., 2002, Fifty-year flood-inundation maps for Siguatepeque, Honduras: U.S. Geological Survey Open-File Report 2002-259, 15 p., https://doi.org/10.3133/ofr02259.","productDescription":"15 p.","costCenters":[],"links":[{"id":4149,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2002/ofr02259/index.html","linkFileType":{"id":5,"text":"html"}},{"id":170393,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"Honduras","city":"Siguatepeque","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -89.43251127996213,\n 16.43006388749069\n ],\n [\n -89.43251127996213,\n 12.876909617568344\n ],\n [\n -82.7967072779427,\n 12.876909617568344\n ],\n [\n -82.7967072779427,\n 16.43006388749069\n ],\n [\n -89.43251127996213,\n 16.43006388749069\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fbe4b07f02db5f4950","contributors":{"authors":[{"text":"Kresch, David L.","contributorId":46084,"corporation":false,"usgs":true,"family":"Kresch","given":"David","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":242042,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mastin, Mark C. 0000-0003-4018-7861 mcmastin@usgs.gov","orcid":"https://orcid.org/0000-0003-4018-7861","contributorId":1652,"corporation":false,"usgs":true,"family":"Mastin","given":"Mark","email":"mcmastin@usgs.gov","middleInitial":"C.","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":242040,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Olsen, T. D.","contributorId":41463,"corporation":false,"usgs":true,"family":"Olsen","given":"T.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":242041,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":44605,"text":"wri024118 - 2002 - Ground water near Pella and in selected parts of Jasper, Mahaska and Marion Counties, Iowa","interactions":[],"lastModifiedDate":"2016-02-05T11:49:32","indexId":"wri024118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-4118","title":"Ground water near Pella and in selected parts of Jasper, Mahaska and Marion Counties, Iowa","docAbstract":"The U.S. Geological Survey, in cooperation with the city of Pella, Iowa, conducted a study of the ground-water resources in selected parts of Jasper, Mahaska, and Marion Counties near Pella, Iowa, during 2000–01. The purpose of the study was to describe the ground-water resources in the Pella, Iowa, area.
\nFollowing a review of available hydrologic and geologic information, the study focused on investigating the alluvial deposits along the South Skunk River within a 10-mile radius of the city of Pella. Thickness, lithologic, and water-quality data for the alluvial deposits in the South Skunk River Valley were collected at selected sites from August 2000 through July 2001.
\nThe South Skunk River alluvial aquifer near Pella consists of stratified deposits of sand and gravel of glacial and fluvial origin. The upper 15 to 20 feet of the alluvial deposits are interbedded with flood-plain clay and silt lenses and are overlain by a developed soil horizon. The alluvial aquifer is underlain by a thin (less than 50 feet thick) layer of glacial drift. Glacial drift, as it is defined in the study area, is a heterogeneous, unsorted, unstratified, unconsolidated, relatively impermeable deposit consisting of clay, sand, and gravel. The bedrock surface beneath the glacial drift consists primarily of shale and limestone of Pennsylvanian or Mississippian age. The alluvial sand and gravel deposits along the South Skunk River near Pella range from less than 30 to more than 80 feet thick. Saturated thickness of the alluvial aquifer ranges from 15 to about 70 feet.
\nWater-quality samples were collected from four observation wells installed in the South Skunk River alluvial aquifer in the study area. Results of the water-quality sampling show that the chemical quality of the ground water is generally similar at all of the sampling sites. All ground-water samples were low in dissolved oxygen, which resulted in high concentrations of iron and manganese and reduced forms of nitrogen.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri024118","collaboration":"Prepared in cooperation with the city of Pella, Iowa","usgsCitation":"Caldwell, J.P., and Sadorf, E.M., 2002, Ground water near Pella and in selected parts of Jasper, Mahaska and Marion Counties, Iowa: U.S. Geological Survey Water-Resources Investigations Report 2002-4118, iv, 24 p., https://doi.org/10.3133/wri024118.","productDescription":"iv, 24 p.","numberOfPages":"30","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":3706,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://ia.water.usgs.gov/pubs/reports/WRIR_02-4118.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123454,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_2002_4118.jpg"}],"country":"United States","state":"Iowa","county":"Jasper, Mahaska, Marion","city":"Pella","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [{\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.77473449707031,\n 41.50806309643413\n ],\n [\n -92.79602050781249,\n 41.519374575145406\n ],\n [\n -92.83103942871094,\n 41.53788000371026\n ],\n [\n -92.86056518554688,\n 41.544561218705965\n ],\n [\n -92.89352416992188,\n 41.55175560133366\n ],\n [\n -92.91549682617188,\n 41.55175560133366\n ],\n [\n -92.95051574707031,\n 41.54815851009314\n ],\n [\n -92.98278808593749,\n 41.54610293952231\n ],\n [\n -93.01849365234375,\n 41.53325414281322\n ],\n [\n -93.05419921875,\n 41.520402793374274\n ],\n [\n -93.08372497558592,\n 41.48954914041891\n ],\n [\n -93.10089111328125,\n 41.466399253078876\n ],\n [\n -93.11393737792969,\n 41.43449030894922\n ],\n [\n -93.10844421386719,\n 41.40153558289846\n ],\n [\n -93.10432434082031,\n 41.37165592008984\n ],\n [\n -93.09814453125,\n 41.34227804675235\n ],\n [\n -93.07273864746094,\n 41.31340266251607\n ],\n [\n -93.04183959960938,\n 41.29999188427493\n ],\n [\n -92.98278808593749,\n 41.27832249298784\n ],\n [\n -92.95394897460938,\n 41.27161384188987\n ],\n [\n -92.90863037109375,\n 41.263356094059326\n ],\n [\n -92.85713195800781,\n 41.2674850985213\n ],\n [\n -92.82554626464844,\n 41.28296653985038\n ],\n [\n -92.7850341796875,\n 41.30153942253397\n ],\n [\n -92.75962829589844,\n 41.320622708288376\n ],\n [\n -92.74246215820312,\n 41.34227804675235\n ],\n [\n -92.72804260253906,\n 41.37165592008984\n ],\n [\n -92.71842956542969,\n 41.39689998354142\n ],\n [\n -92.71774291992186,\n 41.417500116442966\n ],\n [\n -92.72254943847656,\n 41.44066745847661\n ],\n [\n -92.74246215820312,\n 41.47257336487681\n ],\n [\n -92.75619506835936,\n 41.495721047150596\n ],\n [\n -92.77473449707031,\n 41.50806309643413\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dd30","contributors":{"authors":[{"text":"Caldwell, James P.","contributorId":46599,"corporation":false,"usgs":true,"family":"Caldwell","given":"James","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":230082,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sadorf, Eric M. emsadorf@usgs.gov","contributorId":2245,"corporation":false,"usgs":true,"family":"Sadorf","given":"Eric","email":"emsadorf@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":230081,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44572,"text":"wri024249 - 2002 - Simulation of flow and effects of best-management practices in the upper Seco Creek basin, south-central Texas, 1991-98","interactions":[],"lastModifiedDate":"2017-02-15T10:56:17","indexId":"wri024249","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-4249","title":"Simulation of flow and effects of best-management practices in the upper Seco Creek basin, south-central Texas, 1991-98","docAbstract":"The Hydrological Simulation Program— FORTRAN model was used to assess the effects of two best-management practices—brush management (removal of woody species locally known as cedar) and weather modification (rainfall enhancement)—on selected hydrologic processes in six subbasins that compose the upper Seco Creek Basin in south-central Texas. A parameter set for use with the model was developed to simulate surface-water-budget components for the six gaged subbasins.
Simulation of brush management, represented by decreases in simulated evapotranspiration of 5 to 6 percent, resulted in increases of 1 to 47 percent in annual runoff and increases of 14 to 48 percent in surface runoff for the six subbasins. Simulation of weather modification, represented by a 10-percent increase in rainfall totals and intensities, resulted in increases of 5 to 6 percent in evapotranspiration, increases of 2 to 92 percent in annual runoff, and increases of 36 to 101 percent in surface runoff.
Rainfall and runoff data for the study were collected during January 1, 1991–September 30, 1998. Data from 60 storms were used for the simulations. The model was calibrated with data from 33 storms (in two subbasins) and tested with data from 27 storms (in four subbasins). Twenty-one pervious land segments were defined for the study on the basis of geology and land cover. An error analysis and a sensitivity analysis were done on each subbasin, and the results were used to develop the final parameter set.
","language":"English","publisher":"U.S. Geological Survey ","doi":"10.3133/wri024249","collaboration":"In cooperation with the Texas State Soil and Water Conservation Board and U.S. Department of Agriculture, Natural Resources Conservation Service","usgsCitation":"Brown, D.S., and Raines, T.H., 2002, Simulation of flow and effects of best-management practices in the upper Seco Creek basin, south-central Texas, 1991-98: U.S. Geological Survey Water-Resources Investigations Report 2002-4249, HTML Document; Report: iii, 22 p., https://doi.org/10.3133/wri024249.","productDescription":"HTML Document; Report: iii, 22 p.","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":168438,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":3693,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri02-4249/","linkFileType":{"id":5,"text":"html"}},{"id":335469,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/wri02-4249/pdf/wri02-4249.pdf","text":"Report","size":"2.6 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","otherGeospatial":"Upper Seco Creek basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -99.5416259765625,\n 29.794175906436607\n ],\n [\n -99.60205078124999,\n 29.798942848363467\n ],\n [\n -99.67208862304686,\n 29.790600550959457\n ],\n [\n -99.7283935546875,\n 29.760800955544514\n ],\n [\n -99.75036621093749,\n 29.68924576848234\n ],\n [\n -99.75723266601561,\n 29.60092416008231\n ],\n [\n -99.7283935546875,\n 29.492206334848714\n ],\n [\n -99.69268798828125,\n 29.39055120877056\n ],\n [\n -99.66522216796875,\n 29.345072482286373\n ],\n [\n -99.613037109375,\n 29.30316621811306\n ],\n [\n -99.58145141601562,\n 29.27681632836857\n ],\n [\n -99.50454711914062,\n 29.27202470909843\n ],\n [\n -99.34661865234375,\n 29.297178203733303\n ],\n [\n -99.26834106445312,\n 29.318733411709456\n ],\n [\n -99.21066284179688,\n 29.41447921856294\n ],\n [\n -99.22027587890624,\n 29.458731185355344\n ],\n [\n -99.2449951171875,\n 29.529255208335545\n ],\n [\n -99.30267333984375,\n 29.630771207229\n ],\n [\n -99.3328857421875,\n 29.660609413340286\n ],\n [\n -99.35897827148438,\n 29.67850809103362\n ],\n [\n -99.39193725585936,\n 29.714295887474798\n ],\n [\n -99.48944091796875,\n 29.76914573606667\n ],\n [\n -99.5416259765625,\n 29.794175906436607\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48f3e4b07f02db55a8b5","contributors":{"authors":[{"text":"Brown, David S. 0000-0002-0917-6278 dsbrown@usgs.gov","orcid":"https://orcid.org/0000-0002-0917-6278","contributorId":3808,"corporation":false,"usgs":true,"family":"Brown","given":"David","email":"dsbrown@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":230017,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Raines, Timothy H. thraines@usgs.gov","contributorId":3862,"corporation":false,"usgs":true,"family":"Raines","given":"Timothy","email":"thraines@usgs.gov","middleInitial":"H.","affiliations":[],"preferred":true,"id":230018,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":54734,"text":"wdrMT011 - 2002 - Water resources data, Montana, water year 2001","interactions":[],"lastModifiedDate":"2023-02-08T00:21:30.357233","indexId":"wdrMT011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"MT-01-1","title":"Water resources data, Montana, water year 2001","docAbstract":"The U.S. Geological Survey (USGS), in cooperation with other Federal, State, and local agencies, and Tribal governments, collects a large amount of data pertaining to the water resources of Montana each water year. These data, accumulated over many years, constitute a valuable data base for developing an improved understanding of the water resources of the State. To make these data readily available to interested parties outside the USGS, the data are published annually, by water year, in this report series entitled, \"Water Resources Data, Montana.\"
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMT011","collaboration":"Prepared in cooperation with the State of Montana and with other agencies","usgsCitation":"Shields, R., White, M.K., Ladd, P., Chambers, C.L., and Dodge, K.A., 2002, Water resources data, Montana, water year 2001: U.S. Geological Survey Water Data Report MT-01-1, xii, 671 p., https://doi.org/10.3133/wdrMT011.","productDescription":"xii, 671 p.","costCenters":[],"links":[{"id":181815,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/2001/mt-01-1/report-thumb.jpg"},{"id":412837,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/2001/mt-01-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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K.","contributorId":74395,"corporation":false,"usgs":true,"family":"White","given":"M.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":251350,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ladd, P.B.","contributorId":71250,"corporation":false,"usgs":true,"family":"Ladd","given":"P.B.","email":"","affiliations":[],"preferred":false,"id":251349,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Chambers, C. L.","contributorId":48525,"corporation":false,"usgs":true,"family":"Chambers","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":251348,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Dodge, K. A.","contributorId":40615,"corporation":false,"usgs":true,"family":"Dodge","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":251347,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":54371,"text":"wdrAL011 - 2002 - Water resources data, Alabama, water year 2001","interactions":[],"lastModifiedDate":"2023-01-25T16:06:44.359023","indexId":"wdrAL011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"AL-01-1","title":"Water resources data, Alabama, water year 2001","docAbstract":"The Water Resources Division of the U.S. Geological Survey, in cooperation with State and Federal agencies, obtains a large amount of data pertaining to the water resources of Alabama each water year. These data, accumulated during many water years, constitute a valuable data base for developing an improved understanding of the water resources of the State. To make these data readily available to interested parties outside the Geological Survey, the data are published annually in this report series entitled \"Water Resources Data - Alabama.\"
The Northwest Dade County Freshwater Lake Plan Area (commonly referred to as the Lake Belt Area) is vital to the future planning and development of southeastern Florida. This area is located within one of the most environmentally sensitive parts of the state – the eastern borders of the Everglades National Park (ENP). The Lake Belt Area and Water Conservation Area BB (WCA BB) provide half of the limestone mining resources used in the state every year. Starting in the mid-1800s canals and levees were built in the area to drain and help develop economic and water resources including protection from floods and droughts. These construction projects have changed the natural water flow (hydropattern and hydroperiod) through the hydrologic system. Changes to the hydropattern and hydroperiod of the area have also had an adverse impact by disrupting the normal breeding patterns of species within the Everglades ecosystem
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr02325","productDescription":"viii, 24 p.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":170041,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2002/0325/coverthb.jpg"},{"id":390974,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_54122.htm"},{"id":4155,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2002/0325/ofr02-325.pdf","text":"Report","size":"499 KB MB","linkFileType":{"id":1,"text":"pdf"},"description":"OFR 02-325"}],"country":"United States","state":"Florida","county":"Miami-Dad County","otherGeospatial":"Lake belt study area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.52154541015625,\n 25.64895443060557\n ],\n [\n -80.25787353515625,\n 25.64895443060557\n ],\n [\n -80.25787353515625,\n 25.94322678532246\n ],\n [\n -80.52154541015625,\n 25.94322678532246\n ],\n [\n -80.52154541015625,\n 25.64895443060557\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
Changes in priorities for forest management on federal and state lands in the Pacific Northwest have raised many questions about the best ways to manage young-forest stands, riparian areas, and forest landscapes. The Cooperative Forest Ecosystem Research (CFER) Program draws together scientists and managers from the U.S. Geological Survey, Bureau of Land Management, Oregon Department of Forestry, and Oregon State University to find science-based answers to these questions. Managers, researchers, and decisionmakers, working within the CFER program, are helping develop and disseminate the knowledge needed to carry out ecosystem-based management successfully in the Pacific Northwest.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs13302","usgsCitation":"Water Resources Division, U.S. Geological Survey, 2002, The Cooperative Forest Ecosystem Research Program: U.S. Geological Survey Fact Sheet 133-02, 2 p., https://doi.org/10.3133/fs13302.","productDescription":"2 p.","costCenters":[],"links":[{"id":4017,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/2002/0133/fs13302.pdf","text":"Report","size":"993 KB","linkFileType":{"id":1,"text":"pdf"},"description":"FS 133-02"},{"id":120207,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/2002/0133/coverthb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ebe6","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531762,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44949,"text":"wri024151 - 2002 - Characterization of selenium in the lower Gunnison River basin, Colorado, 1988-2000","interactions":[],"lastModifiedDate":"2012-02-02T00:10:12","indexId":"wri024151","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"2002-4151","title":"Characterization of selenium in the lower Gunnison River basin, Colorado, 1988-2000","docAbstract":"Selenium concentrations in certain water bodies in the lower Gunnison River Basin, including the lower Gunnison River and lower Uncompahgre River, have exceeded the Colorado water-quality standard of 5 micrograms per liter for selenium. A task force was formed in 1998 that consists of various government agencies, private irrigation companies, and local residents to address the selenium concerns in the lower Gunnison River Basin. The task force, working with the National Irrigation Water Quality Program, needed more detailed information on selenium loading in the basin to develop viable alternatives for remediating selenium in the lower Gunnison River Basin. \r\n\r\nIn 1999-2000, the U.S. Geological Survey collected selenium data for tributaries of the Gunnison River downstream from the North Fork of the Gunnison and in the North Fork Basin. The largest selenium load in a tributary stream was in the Uncompahgre River, which accounted for about 38 percent of the selenium load in the Gunnison River at Whitewater. The North Fork of the Gunnison River accounted for about 7 percent of the selenium load in the Gunnison River. Two tributaries east of Delta, Sunflower Drain and Bonafide Ditch, consist primarily of irrigation return flows and were other major selenium sources to the Gunnison River. \r\n\r\nSome tributaries in the lower North Fork Basin had selenium concentrations exceeding 5 micrograms per liter. Except for several streams draining the Uncompahgre Plateau, many tributaries to the Gunnison River downstream from the North Fork had selenium concentrations exceeding 5 micrograms per liter. Except during occasional rain and snowmelt events, selenium loading from nonirrigated desert areas was minimal. \r\n\r\nDetailed characterization studies were done in 1999-2000 on Cedar Creek and Loutzenhizer Arroyo, which contribute the largest tributary selenium loads to the Uncompahgre River. Selenium concentrations in Cedar Creek downstream from Miguel Road ranged from 12 to 28 micrograms per liter in November 1999. Montrose Arroyo was the largest selenium source to Cedar Creek. On an annual basis, about 20 percent of the selenium load in Cedar Creek originates in the basin upstream from Miguel Road. \r\n\r\nSelenium concentrations in Loutzenhizer Arroyo ranged from 157 to 347 micrograms per liter in February 2000. A significant increase in selenium concentrations occurred in the stream reach between the Selig Canal and Falcon Road (LZU7). Although selenium concentrations in the west tributary of Loutzenhizer Arroyo were lower than in the main stem, the west tributary contributed about 41 percent of the selenium load. Downstream from the confluence with the west tributary to the mouth, selenium concentrations in the arroyo gradually decreased, and the increase in selenium load in the lower reach was small.","language":"ENGLISH","doi":"10.3133/wri024151","usgsCitation":"Butler, D.L., and Leib, K.J., 2002, Characterization of selenium in the lower Gunnison River basin, Colorado, 1988-2000: U.S. Geological Survey Water-Resources Investigations Report 2002-4151, iv, 26 p. : ill., col. maps ; 28 cm., https://doi.org/10.3133/wri024151.","productDescription":"iv, 26 p. : ill., col. maps ; 28 cm.","costCenters":[],"links":[{"id":162004,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":3823,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri024151","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db66810c","contributors":{"authors":[{"text":"Butler, David L.","contributorId":12843,"corporation":false,"usgs":true,"family":"Butler","given":"David","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":230754,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Leib, Kenneth J. 0000-0002-0373-0768 kjleib@usgs.gov","orcid":"https://orcid.org/0000-0002-0373-0768","contributorId":701,"corporation":false,"usgs":true,"family":"Leib","given":"Kenneth","email":"kjleib@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":230753,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":47810,"text":"fs14202 - 2002 - Earth Observing-1 Extended Mission Cooperative Project","interactions":[],"lastModifiedDate":"2012-02-02T00:10:40","indexId":"fs14202","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2002","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":"142-02","title":"Earth Observing-1 Extended Mission Cooperative Project","language":"ENGLISH","doi":"10.3133/fs14202","usgsCitation":"Water Resources Division, U.S. Geological Survey, 2002, Earth Observing-1 Extended Mission Cooperative Project: U.S. Geological Survey Fact Sheet 142-02, 2 p., https://doi.org/10.3133/fs14202.","productDescription":"2 p.","costCenters":[],"links":[{"id":4022,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://erg.usgs.gov/isb/pubs/factsheets/fs03203.html","linkFileType":{"id":5,"text":"html"}},{"id":173327,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c214","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531763,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}