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":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":50661,"text":"ofr02255 - 2002 - Fifty-year flood-inundation maps for La Lima, Honduras","interactions":[],"lastModifiedDate":"2025-08-18T14:35:33.709032","indexId":"ofr02255","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":"2002-255","title":"Fifty-year flood-inundation maps for La Lima, 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 La Lima that would be inundated by Rio Chamelecon with a discharge of 500 cubic meters per second, the approximate capacity of the river channel through the city of La Lima. The 50-year flood (2,400 cubic meters per second), the original design flow to be mapped, would inundate the entire area surveyed for this municipality. Because water-surface elevations of the 50-year flood could not be mapped properly without substantially expanding the area of the survey, the available data were used instead to estimate the channel capacity of Rio Chamelecon in La Lima by trial-and-error runs of different flows in a numerical model and to estimate the increase in height of levees needed to contain flows of 1,000 and 2,400 cubic meters per second. Geographic Information System (GIS) coverages of the flood inundation are available on a computer in the municipality of La Lima 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 various discharges on Rio Chamelecon at La Lima 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 ground surveys at three bridges. Top-of-levee or top-of-channel-bank elevations and locations at the cross sections were critical to estimating the channel capacity of Rio Chamelecon. These elevations and locations are provided along with the water-surface elevations for the 500-cubic-meter-per-second flow of Rio Chamelecon. Also, water-surface elevations of the 1,000 and 2,400 cubic-meter-per-second flows are provided, assuming that the existing levees are raised to contained the flows.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr02255","usgsCitation":"Mastin, M.C., and Olsen, T.D., 2002, Fifty-year flood-inundation maps for La Lima, Honduras: U.S. Geological Survey Open-File Report 2002-255, 11 p., https://doi.org/10.3133/ofr02255.","productDescription":"11 p.","costCenters":[],"links":[{"id":4145,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2002/ofr02255/index.html","linkFileType":{"id":5,"text":"html"}},{"id":170323,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"Honduras","city":"La Lima","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":"4f4e49fbe4b07f02db5f48bf","contributors":{"authors":[{"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":242030,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Olsen, T. D.","contributorId":41463,"corporation":false,"usgs":true,"family":"Olsen","given":"T.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":242031,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":39985,"text":"wri20014157 - 2002 - Feasibility of Acoustic Doppler Velocity Meters for the Production of Discharge Records from U.S. Geological Survey Streamflow-Gaging Stations","interactions":[],"lastModifiedDate":"2016-06-21T11:30:41","indexId":"wri20014157","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":"2001-4157","title":"Feasibility of Acoustic Doppler Velocity Meters for the Production of Discharge Records from U.S. Geological Survey Streamflow-Gaging Stations","docAbstract":"It is feasible to use acoustic Doppler velocity meters (ADVM's) installed at U.S. Geological Survey (USGS) streamflow-gaging stations to compute records of river discharge. ADVM's are small acoustic current meters that use the Doppler principle to measure water velocities in a two-dimensional plane. Records of river discharge can be computed from stage and ADVM velocity data using the 'index velocity' method. The ADVM-measured velocities are used as an estimator or 'index' of the mean velocity in the channel. In evaluations of ADVM's for the computation of records of river discharge, the USGS installed ADVM's at three streamflow-gaging stations in Indiana: Kankakee River at Davis, Fall Creek at Millersville, and Iroquois River near Foresman. The ADVM evaluation study period was from June 1999 to February 2001. Discharge records were computed, using ADVM data from each station. Discharge records also were computed using conventional stage-discharge methods of the USGS. The records produced from ADVM and conventional methods were compared with discharge record hydrographs and statistics. Overall, the records compared closely from the Kankakee River and Fall Creek stations. For the Iroquois River station, variable backwater was present and affected the comparison; because the ADVM record compensates for backwater, the ADVM record may be superior to the conventional record. For the three stations, the ADVM records were judged to be of a quality acceptable to USGS standards for publications and near realtime ADVM-computed discharges are served on USGS real-time data World Wide Web pages.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri20014157","usgsCitation":"Morlock, S.E., Nguyen, H.T., and Ross, J.H., 2002, Feasibility of Acoustic Doppler Velocity Meters for the Production of Discharge Records from U.S. Geological Survey Streamflow-Gaging Stations: U.S. Geological Survey Water-Resources Investigations Report 2001-4157, v, 56 p., https://doi.org/10.3133/wri20014157.","productDescription":"v, 56 p.","startPage":"1","endPage":"56","numberOfPages":"59","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":171335,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":12878,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/2001/wri01_4157/","linkFileType":{"id":5,"text":"html"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49c3e4b07f02db5d46ad","contributors":{"authors":[{"text":"Morlock, Scott E. smorlock@usgs.gov","contributorId":3212,"corporation":false,"usgs":true,"family":"Morlock","given":"Scott","email":"smorlock@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":222749,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nguyen, Hieu T.","contributorId":97179,"corporation":false,"usgs":true,"family":"Nguyen","given":"Hieu","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":222751,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ross, Jerry H.","contributorId":18828,"corporation":false,"usgs":true,"family":"Ross","given":"Jerry","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":222750,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":50682,"text":"ofr02327 - 2002 - Historical Aerial Photography for the Greater Everglades of South Florida: The 1940, 1:40,000 Photoset","interactions":[],"lastModifiedDate":"2024-12-10T19:16:02.726768","indexId":"ofr02327","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":"2002-327","title":"Historical Aerial Photography for the Greater Everglades of South Florida: The 1940, 1:40,000 Photoset","docAbstract":"The Greater Everglades Ecosystem comprises a vast swath of wetlands beginning in central Florida with the headwaters of the Kissimmee River and continuing southward through Lake Okeechobee and then to Florida Bay (Davis 1943). The ecosystem runs some 450 km, north to south, and over 100 km east to west, comprising almost 30,000 km2 of total area. Beginning in the late 19th century, a succession of programs were implemented for land reclamation and flood protection (Blake 1980; Steinman and others, 2002).
At present, the greater Everglades is the subject of a restoration effort with almost $8 billion dollars of planned expenditures over 20 years. The Comprehensive Everglades Restoration Plan (CERP) sets guidelines and goals for the project. Numerous federal, State of Florida, and local agencies are involved in the restoration process, as are not-for-profit non-governmental organizations. A foundation for Everglades restoration must be a clear understanding of the pre-drainage south Florida landscape (Davis and others, 1994; Fennema 1994). Knowledge of the spatial organization and structure of the pre-drainage landscape communities (mangrove forests, marshes, sloughs, wet prairies, pinelands) is necessary to provide potential endpoints, restoration goals, and performance measures to gauge restoration success.
Analyses of information contained in historical aerial photographs of the Everglades can aid in the endeavor. For example, the earliest known aerial photographs are from the mid-to-late 1920s and resulted in the production of what are called T-sheets (for Topographic Sheets) for the coasts and shorelines of far south Florida. The position of the boundary between differing vegetation communities (the ecotone) can be accurately measured. If followed through time, changes in the position of these ecotones could potentially be used to judge effects of drainage on the Everglades ecosystem and also to monitor restoration success (Smith and others, 2002).
The Florida Integrated Science Center (FISC), a center of the U.S. Geological Survey (USGS), in collaboration with USGS Eastern Region Geography, has created digital versions of existing aerial photographs from a survey conducted in early 1940 of south Florida and the Florida Everglades region. Via this Open-File Report, we make available digital versions of the photographs. We have not attempted to rectify, mosaic, or georeference the images. The aspect of our work will be completed in due course and a supplemental Open-File Report will be issued. At present the digital files are available on this website in a manner designed to facilitate access to the product by those intending to integrate the data with other spatial data, particularly those interested in the restoration and management of the Florida Everglades.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr02327","usgsCitation":"Smith, T.J., Foster, A.M., Briere, P.R., Coffin, A.W., Jones, J., Van Arsdall, C., and Frye, L.J., 2002, Historical Aerial Photography for the Greater Everglades of South Florida: The 1940, 1:40,000 Photoset: U.S. Geological Survey Open-File Report 2002-327, https://doi.org/10.3133/ofr02327.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":4160,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2002/0327/index.html","linkFileType":{"id":5,"text":"html"}},{"id":464950,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"contact":"Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
Fishes are essential to the successful functioning of wetland food webs in southern Florida through their roles as prey and predators. Any changes that reduce the population sizes, community composition, or availability of aquatic animals will affect all facets of the ecology of these wetlands. In particular, small and medium-size fishes are important food items for most wading bird species. For this reason, fishes have been recognized by the multi-agency groups responsible for guiding the Everglades restoration process as a key indicator group by which to measure restoration success.
Despite the importance of fish for management, gaps in baseline knowledge remain. Basic demographic information, termed life-history parameters, is needed to make predictions about their resilience under alternative management scenarios. These parameters include growth rate, age at maturation, fecundity and life expectancy. However, basic life-history parameters remain to be characterized, even for abundant fish species. Adding to the challenge, life-history characteristics of important Everglades species are known to be plastic in response to environmental conditions and survivorship and recruitment schedules are certain to be influenced by variation in hydroperiod. We intend to study the effect of hydroperiod on recruitment, size/age structure, growth, and fecundity, which, in turn, determine fish population dynamics.
At present, data on fish reproduction, age and growth, and other life history characteristics are confined to a few species from a limited area of long-hydroperiod marsh in central Shark River Slough. As we continue the analysis and synthesis of data from the long-term fish collections, life-history information will help explain patterns of fluctuations in the time series. Accurate life-history data are also very important in building credible simulation models like ATLSS. Without empirical life-history data from a range of environments, the model will be simplistic and inadequate.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs13902","usgsCitation":"Loftus, W.F., 2002, Influence of Hydrology on Life-History Parameters of Common Freshwater Fishes from Southern Florida: U.S. Geological Survey Fact Sheet 2002–139, https://doi.org/10.3133/fs13902.","productDescription":"HTML Document","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":4308,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2002/0139/","linkFileType":{"id":5,"text":"html"}},{"id":120692,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/2002/0139/coverthb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.70307239879236,\n 27.588886070825566\n ],\n [\n -82.70307239879236,\n 24.307815477878165\n ],\n [\n -79.7225186427455,\n 24.307815477878165\n ],\n [\n -79.7225186427455,\n 27.588886070825566\n ],\n [\n -82.70307239879236,\n 27.588886070825566\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","contact":"Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
The pools in the lower reach of the St. Croix National Scenic Riverway, Wisconsin and Minnesota, and the adjoining Lake Mallalieu, are eutrophic because of high phosphorus loading. To determine how changes in phosphorus loading would affect the trophic status of these pools, the water-quality model, BATHTUB, was used to simulate existing (1999) water quality and simulate the water quality with various phosphorus-loading scenarios. Water quality in the pools may respond differently during different flow regimes; therefore, sensitivity and scenario evaluations were performed not only for 1999, but also for a simulated period with relatively low flows throughout the basin (using flow data from 1988) and for a simulated period with relatively high flows throughout the basin (using flow data from 1996).
\nOn the basis of the BATHTUB simulations, linear increases in phosphorus loading should cause the following changes in water quality in each of the pools: linear increases in phosphorus concentrations, although at a smaller rate than the increase in loading; non-linear increases in chlorophyll a concentrations, with a smaller relative response with higher phosphorus loading; increase in the frequency of algal blooms, with a higher frequency of intense algal blooms; and slightly decreased water clarity.
\nThe response in water quality to changes in the phosphorus loading should be relatively similar regardless of the flow regime. Reducing phosphorus loading by about 50 percent would be necessary for the Lake St. Croix pools to be classified as mesotrophic with respect to phosphorus and chlorophyll a concentrations, whereas a larger reduction in phosphorus loading would be needed for Lake Mallalieu to be classified as mesotrophic. Even with these reductions, water clarity will remain poor because of the high non-algal turbidity and stained water in the pools.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri024181","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Robertson, D.M., and Lenz, B.N., 2002, Response of the St. Croix River pools, Wisconsin and Minnesota, to various phosphorus-loading scenarios: U.S. Geological Survey Water-Resources Investigations Report 2002-4181, vi, 36 p., https://doi.org/10.3133/wri024181.","productDescription":"vi, 36 p.","numberOfPages":"43","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":3834,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://wi.water.usgs.gov/pubs/wrir-02-4181/","linkFileType":{"id":5,"text":"html"}},{"id":82252,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/2002/4181/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":162006,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/2002/4181/report-thumb.jpg"}],"country":"United States","state":"Minnesota, Wisconsin","otherGeospatial":"St. Croix River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.8729248046875,\n 46.1912395780416\n ],\n [\n -93.394775390625,\n 45.924408558629004\n ],\n [\n -93.5980224609375,\n 45.60250901510302\n ],\n [\n -93.71337890625,\n 45.251688256117646\n ],\n [\n -93.5650634765625,\n 45.19752230305685\n ],\n [\n -93.306884765625,\n 45.023067895446175\n ],\n [\n -93.0267333984375,\n 44.87144275016589\n ],\n [\n -92.9608154296875,\n 44.695992981720714\n ],\n [\n -92.625732421875,\n 44.50434127765394\n ],\n [\n -92.274169921875,\n 44.35920579433503\n ],\n [\n -91.9940185546875,\n 44.42593442145313\n ],\n [\n -91.93359375,\n 44.55133484083592\n ],\n [\n -92.1148681640625,\n 45.42544355958045\n ],\n [\n -92.16430664062499,\n 45.67932023569538\n ],\n [\n -92.0599365234375,\n 46.00459325574482\n ],\n [\n -92.3236083984375,\n 46.3886223381617\n ],\n [\n -92.74108886718749,\n 46.426499019253\n ],\n [\n -92.8729248046875,\n 46.1912395780416\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f782f","contributors":{"authors":[{"text":"Robertson, Dale M. 0000-0001-6799-0596 dzrobert@usgs.gov","orcid":"https://orcid.org/0000-0001-6799-0596","contributorId":150760,"corporation":false,"usgs":true,"family":"Robertson","given":"Dale","email":"dzrobert@usgs.gov","middleInitial":"M.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":230773,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lenz, Bernard N.","contributorId":85170,"corporation":false,"usgs":true,"family":"Lenz","given":"Bernard","email":"","middleInitial":"N.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":230774,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":54396,"text":"wdrAZ011 - 2002 - Water resources data, Arizona, water year 2001","interactions":[],"lastModifiedDate":"2023-02-13T17:25:21.831151","indexId":"wdrAZ011","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":"AZ-01-1","title":"Water resources data, Arizona, water year 2001","docAbstract":"The Water Resources Division of the U.S. Geological Survey (USGS), in cooperation with State agencies, obtains a large amount of data on the water resources of Arizona each water year. These data, accumulated during many water years, constitute a valuable database 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 in a report series entitled \"Water Resources Data for Arizona.\"
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrAZ011","collaboration":"Prepared in cooperation with the State of Arizona and with other agencies","usgsCitation":"McCormack, H., Fisk, G., Duet, N., Evans, D., and Castillo, N., 2002, Water resources data, Arizona, water year 2001: U.S. Geological Survey Water Data Report AZ-01-1, xxiii, 399 p., https://doi.org/10.3133/wdrAZ011.","productDescription":"xxiii, 399 p.","costCenters":[],"links":[{"id":174900,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/2001/az-01-1/report-thumb.jpg"},{"id":413004,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/2001/az-01-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Jersey\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb232","contributors":{"authors":[{"text":"Jones, W.D.","contributorId":68384,"corporation":false,"usgs":true,"family":"Jones","given":"W.D.","email":"","affiliations":[],"preferred":false,"id":251565,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Edwards, R.W.","contributorId":85042,"corporation":false,"usgs":true,"family":"Edwards","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":251566,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":54232,"text":"wdrKS011 - 2002 - Water Resources Data, Kansas, Water Year 2001","interactions":[],"lastModifiedDate":"2012-02-02T00:11:55","indexId":"wdrKS011","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":"KS-01-1","title":"Water Resources Data, Kansas, Water Year 2001","docAbstract":"Water-resources data for the 2001 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 145 complete-record gaging stations; elevation and contents at 20 lakes and reservoirs; waterquality records at 2 precipitation stations, water-level data at 19 observation wells; and records of specific conductance, pH, water temperature, dissolved oxygen, and turbidity at 11 gaging stations. Also included are discharge data for 26 high-flow partial-record stations, miscellaneous onsite water-quality data collected at 140 stations, and suspended-sediment concentration for 12 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/wdrKS011","usgsCitation":"Putnam, J., Lacock, D., and Schneider, D., 2002, Water Resources Data, Kansas, Water Year 2001: U.S. Geological Survey Water Data Report KS-01-1, 532 p., https://doi.org/10.3133/wdrKS011.","productDescription":"532 p.","costCenters":[],"links":[{"id":5342,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://ks.water.usgs.gov/Kansas/pubs/abstracts/data.rpt01.html","linkFileType":{"id":5,"text":"html"}},{"id":173846,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb7f6","contributors":{"authors":[{"text":"Putnam, J.E.","contributorId":54634,"corporation":false,"usgs":true,"family":"Putnam","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":249607,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lacock, D.L.","contributorId":20003,"corporation":false,"usgs":true,"family":"Lacock","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":249606,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schneider, D.R.","contributorId":67579,"corporation":false,"usgs":true,"family":"Schneider","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":249608,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":54248,"text":"wdrNHVT011 - 2002 - Water resources data for New Hampshire and Vermont, water year 2001","interactions":[],"lastModifiedDate":"2012-03-08T17:16:17","indexId":"wdrNHVT011","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":"NH-VT-01-1","title":"Water resources data for New Hampshire and Vermont, water year 2001","docAbstract":"Water-resources data for the 2001 water year for New Hampshire and Vermont consists of stage, discharge, and water quality\r\nof streams; contents of lakes and reservoirs; and ground-water levels. This report contains discharge records for 75 gaging\r\nstations, stage records for 5 lakes, monthend contents for 2 lakes and reservoirs, water levels for 38 observation wells. Also\r\nincluded are data for 43 crest-stage partial-record stations. Additional water data were collected at various sites, which are not\r\npart of the systematic data-collection program and are published as miscellaneous measurements or under Supplemental\r\nNational Water-Quality Assessment Data for Gaging Stations in New Hampshire and Vermont. A few pertinent stations in\r\nbordering states are also included in this report. These data represent that portion of the National Water Data System operated\r\nby the U.S. Geological Survey and cooperating State and Federal agencies in New Hampshire and Vermont.","language":"ENGLISH","doi":"10.3133/wdrNHVT011","usgsCitation":"Coakley, M., Ward, S., Hilgendorf, G.S., and Kiah, R.G., 2002, Water resources data for New Hampshire and Vermont, water year 2001: U.S. Geological Survey Water Data Report NH-VT-01-1, 216 p., https://doi.org/10.3133/wdrNHVT011.","productDescription":"216 p.","temporalStart":"2000-10-01","temporalEnd":"2001-09-30","costCenters":[{"id":468,"text":"New Hampshire-Vermont Water Science Center","active":false,"usgs":true}],"links":[{"id":5355,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wdrnh011/","linkFileType":{"id":5,"text":"html"}},{"id":174298,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2a4f","contributors":{"authors":[{"text":"Coakley, M.F.","contributorId":25228,"corporation":false,"usgs":true,"family":"Coakley","given":"M.F.","email":"","affiliations":[],"preferred":false,"id":249655,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ward, S.L.","contributorId":20395,"corporation":false,"usgs":true,"family":"Ward","given":"S.L.","email":"","affiliations":[],"preferred":false,"id":249654,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hilgendorf, Gregory S. gshilgen@usgs.gov","contributorId":5144,"corporation":false,"usgs":true,"family":"Hilgendorf","given":"Gregory","email":"gshilgen@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":249653,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kiah, Richard G. 0000-0001-6236-2507 rkiah@usgs.gov","orcid":"https://orcid.org/0000-0001-6236-2507","contributorId":2637,"corporation":false,"usgs":true,"family":"Kiah","given":"Richard","email":"rkiah@usgs.gov","middleInitial":"G.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true},{"id":405,"text":"NH/VT office of New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":249652,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":54789,"text":"wdrNJ011 - 2002 - Water resources data, New Jersey, water year 2001. Volume 1. Surface-water data","interactions":[],"lastModifiedDate":"2020-12-23T22:35:24.861992","indexId":"wdrNJ011","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-01-1","title":"Water resources data, New Jersey, water year 2001. Volume 1. Surface-water data","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNJ011","usgsCitation":"Reed, T., White, B., Centinaro, G., Dudek, J., Corcino, V., Spehar, A., and Protz, A., 2002, Water resources data, New Jersey, water year 2001. Volume 1. Surface-water data: U.S. Geological Survey Water Data Report NJ-01-1, xxiv, 297 p., https://doi.org/10.3133/wdrNJ011.","productDescription":"xxiv, 297 p.","costCenters":[],"links":[{"id":381631,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/2001/nj-01-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173900,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/2001/nj-01-1/report-thumb.jpg"}],"country":"United States","state":"New 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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.\"
No abstract available.
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A.","contributorId":65824,"corporation":false,"usgs":true,"family":"Sherwood","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":251738,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"McInnes, S.K.","contributorId":10093,"corporation":false,"usgs":true,"family":"McInnes","given":"S.K.","email":"","affiliations":[],"preferred":false,"id":251737,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":54183,"text":"wdrNC011B - 2002 - Water resources data, North Carolina, water year 2001. Volume 1B: Surface-water records","interactions":[],"lastModifiedDate":"2017-01-18T14:34:10","indexId":"wdrNC011B","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":"NC-01-1B","title":"Water resources data, North Carolina, water year 2001. Volume 1B: Surface-water records","docAbstract":"Water-resources data for the 2001 water year for North Carolina consist of records of stage, discharge, water-quality for streams; stage and contents for lakes and reservoirs; precipitation; and ground water levels and water-quality of ground-water. Volume 1 contains discharge records for 209 gaging stations; stage and contents for 62 lakes and reservoirs; stage for 52 gaging stations; water quality for 101 gaging stations and 91 miscellaneous sites; continuous daily tide stage at 4 sites; and continuous precipitation at 98 sites. Volume 2 contains ground-water-level data from 136 observation wells and ground-water-quality data from 68 wells. Additional water data were collected at 84 sites not involved in the systematic data-collection program, and are published as miscellaneous measurements in Volume 1. The collection of water-resources data in North Carolina is a part of the National Water-Data System operated by the U.S. Geological Survey in cooperation with State, municipal, and Federal agencies.","language":"ENGLISH","doi":"10.3133/wdrNC011B","usgsCitation":"Ragland, B., Barker, R., and Robinson, J.B., 2002, Water resources data, North Carolina, water year 2001. 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B.","contributorId":32564,"corporation":false,"usgs":true,"family":"Robinson","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":249452,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":56822,"text":"wri024169 - 2002 - Sedimentation Survey of Lago Guerrero, Puerto Rico, May 2001","interactions":[],"lastModifiedDate":"2012-02-02T00:11:49","indexId":"wri024169","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":"2002-4169","title":"Sedimentation Survey of Lago Guerrero, Puerto Rico, May 2001","docAbstract":"Lago Guerrero, a small reservoir owned by the Puerto Rico Electric Power Authority, is part of the Isabela Hydroelectric System and is located in Aguadilla, in northwestern Puerto Rico. The reservoir had a storage capacity of about 127,376 cubic meters in May 2001 and a maximum depth of about 5.8 meters. Records on dam construction and original topography and storage capacity were not available; therefore, sedimentation rates could not be determined. However, Lago Guerrero resumably was constructed during the 1930?s because it receives water from lago Guajataca, which was constructed in 1928. The May 2001 bathymetric survey of Lago Guerrero established baseline data that are essential to calculate sedimentation rates, sediment yields, storage loss, and sediment deposition sites within the reservoir.","language":"ENGLISH","doi":"10.3133/wri024169","usgsCitation":"Soler-Lopez, L.R., 2002, Sedimentation Survey of Lago Guerrero, Puerto Rico, May 2001: U.S. Geological Survey Water-Resources Investigations Report 2002-4169, 12 p., 1 pl., https://doi.org/10.3133/wri024169.","productDescription":"12 p., 1 pl.","costCenters":[],"links":[{"id":5668,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri024169/","linkFileType":{"id":5,"text":"html"}},{"id":175030,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f1a41","contributors":{"authors":[{"text":"Soler-Lopez, Luis R.","contributorId":27501,"corporation":false,"usgs":true,"family":"Soler-Lopez","given":"Luis","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":255808,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}