Watershed Data Management (WDM) Database For West Branch DuPage . - USGS

1y ago
5 Views
1 Downloads
1.16 MB
50 Pages
Last View : 2m ago
Last Download : 3m ago
Upload by : Julia Hutchens
Transcription

Prepared in cooperation with the DuPage County Stormwater Management DepartmentWatershed Data Management (WDM) Database forWest Branch DuPage River Streamflow Simulation,DuPage County, Illinois, January 1, 2007, throughSeptember 30, 201388 15'88 22'30"88 07'30''87 52'30''88 LAKE COUNTYCOOK COUNTY42 07'30''SaltCreekStreamwoodO'Hare InternationalAirport (OH)7042 Sprin40gWest23Aan33ch89B3466Crar CSugOakbrookLisle-MortonArboretumDu Pag eAuroraWheatonBranchCreek29BrookEast44Br41 52'30''KressSt. Charles(STC)5031River41 45'30''KANE COUNTYKENDALL COUNTYDU PAGECOUNTYWILLCOUNTYOpen-File Report 2017–1099U.S. Department of the InteriorU.S. Geological SurveyDArgonne NationalLaboratory (ANL)90E

Watershed Data Management (WDM)Database for West Branch DuPage RiverStreamflow Simulation, DuPage County, Illinois,January 1, 2007, through September 30, 2013By Maitreyee BeraPrepared in cooperation with the DuPage County Stormwater Management DepartmentOpen-File Report 2017–1099U.S. Department of the InteriorU.S. Geological Survey

U.S. Department of the InteriorRYAN K. ZINKE, SecretaryU.S. Geological SurveyWilliam H. Werkheiser, Acting DirectorU.S. Geological Survey, Reston, Virginia: 2017For more information on the USGS—the Federal source for science about the Earth, its natural and livingresources, natural hazards, and the environment—visit https://www.usgs.gov or call 1–888–ASK–USGS.For an overview of USGS information products, including maps, imagery, and publications,visit https://store.usgs.gov.Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by theU.S. Government.Although this information product, for the most part, is in the public domain, it also may contain copyrighted materialsas noted in the text. Permission to reproduce copyrighted items must be secured from the copyright owner.Suggested citation:Bera, Maitreyee, 2017, Watershed Data Management (WDM) database for West Branch DuPage River streamflowsimulation, DuPage County, Illinois, January 1, 2007, through September 30, 2013: U.S. Geological Survey Open-FileReport 2017–1099, 39 p., https://doi.org/10.3133/ofr20171099.ISSN 2331-1258 (online)

iiiContentsAbstract.1Introduction.1Watershed Data Management (WDM) Database.2Database Numbering Scheme.2Precipitation Data.7Other Meteorological Data.9Hydrologic Data.9Summary.10References Cited.11Appendix 1. Dataset Attributes for the WBDR13.WDM Watershed Data ManagementDatabase.13Appendix 2. Descriptions of Missing Data Periods and Estimated Days in the Precipitation,Stage, and Discharge Data in the WBDR13.WDM Watershed Data ManagementDatabase.29Figures1.Map showing the location of the West Branch DuPage River watershed anddata-collection sites in and near DuPage County, Illinois.3Tables1.2.3.4.5.1–1.2–1.Description of dataset numbering system for the data in theWBDR13.WDM database.4List of datasets in the WBDR13.WDM database.5Characteristics of rain gages used and selected meteorological dataobserved during January 1, 2007, through September 30, 2013, in and nearDuPage County, Illinois, stored in quality-assured/quality-controlledWBDR13.WDM Watershed Data Management database.8National Centers for Environmental Information Observation Stationsin Illinois used to determine the snowfall-affected days for the rain gagesin and near DuPage County, Illinois, during January 1, 2007, throughSeptember 30, 2013.9haracteristics of hydrologic data observed in DuPage County, Illinois, stored inWBDR13.WDM Watershed Data Management database.10Detail dataset attributes for the WBDR13.WDM Watershed DataManagement database.14Missing data periods for real-time network of rain gages along West BranchDuPage River in and near DuPage County, Illinois, January 1, 2007,through September 30, 2013, in the WBDR13.WDM Watershed DataManagement database.30

ivTables—Continued2–2.Snowfall–affected periods for real–time network of rain gages alongWest Branch DuPage River, in and near DuPage County, Illinois, storedin the WBDR13.WDM Watershed Data Management database,January 1, 2007–September 30, 2013.332–3. Descriptions of estimated and missing days in river stage data fromU.S. Geological Survey streamgages along the West Branch DuPage River,in and near DuPage County, Illinois, stored in the WBDR13.WDM WatershedData Management database, for January 1, 2007, through September 30, 2013.372–4. Descriptions of estimated and missing days in river discharge data fromU.S. Geological Survey streamgages along the West Branch DuPage River,in and near DuPage County, Illinois, stored in the WBDR13.WDM WatershedData Management database, for January 1, 2007, through September 30, 2013.38Conversion FactorsU.S. customary units to International System of UnitsMultiplyByTo obtainLengthinch (in.)25.4millimeter (mm)foot (ft)0.3048meter (m)mile (mi)1.609kilometer (km)square mile (mi2)2.590Areasquare kilometer (km2)Flow ratecubic foot per second (ft3/s)0.02832cubic meter per second (m3/s)inch per hour (in/h)0 .0254meter per hour (m/h)0 .0254meter per day (m/d)inch per day (in/d)Energy flux densityLangleys per hour (Lg/hr)11.63watts per square meter (W/m2)Temperature in degrees Fahrenheit ( F) may be converted to degrees Celsius ( C) as follows: C ( F – 32) / 1.8.DatumVertical coordinate information is referenced to the National Geodetic Vertical Datum of 1929(NGVD 29).Horizontal coordinate information is referenced to the North American Datum of 1983 (NAD 83)and the North American Datum of 1927 (NAD 27).

vAbbreviationsADAPSUSGS Automated Data Processing SystemANLArgonne National LaboratoryFEQFull Equations hydraulic modelBASINSBetter Assessment Science Integrating point and Non-point SourcesGenScnGeneration and Analysis of Model Simulation ScenariosHSPFHydrological Simulation Program-FORTRANHYDHRHSPF hourly-observationsMAGICMeteorological and hydrologic GenScn input converterQA/QCQuality-assured and quality-controlledUSGSU.S. Geological SurveyWBDRWest Branch DuPage RiverWDMWatershed Data ManagementDSNDataset numberWYWater yearWDRUSGS Annual Water Data Reports

Watershed Data Management (WDM) Databasefor West Branch DuPage River Streamflow Simulation,DuPage County, Illinois, January 1, 2007, throughSeptember 30, 2013By Maitreyee BeraAbstractIntroductionThe U.S. Geological Survey (USGS), in cooperation withthe DuPage County Stormwater Management Department,maintains a database of hourly meteorological and hydrologicdata for use in a near real-time streamflow simulation system.This system is used in the management and operation of reservoirs and other flood-control structures in the West BranchDuPage River watershed in DuPage County, Illinois. Themajority of the precipitation data are collected from a tippingbucket rain gage network located in and near DuPage County.The other meteorological data (air temperature, dewpointtemperature, wind speed, and solar radiation) are collected atArgonne National Laboratory in Argonne, Ill. Potential evapotranspiration is computed from the meteorological data usingthe computer program LXPET (Lamoreux Potential Evapotranspiration). The hydrologic data (water-surface elevation[stage] and discharge) are collected at USGS streamgages inand around DuPage County. These data are stored in a Watershed Data Management (WDM) database.This report describes a version of the WDM database thatis quality-assured and quality-controlled annually to ensuredatasets are complete and accurate. This database is namedWBDR13.WDM. It contains data from January 1, 2007,through September 30, 2013. Each precipitation dataset mayhave time periods of inaccurate data. This report describes themethods used to estimate the data for the periods of missing,erroneous, or snowfall-affected data and thereby improve theaccuracy of these data. The meteorological datasets other thanprecipitation (air temperature, dewpoint temperature, windspeed, solar radiation, and potential evapotranspiration) arecopied from ARGN14.WDM and stored in WBDR13.WDM,and the hydrologic datasets in the database are fully describedin the online USGS annual water data reports for Illinois and,therefore, are described in less detail than the precipitationdatasets in this report.The U.S. Geological Survey (USGS), in cooperation withthe DuPage County Stormwater Management Department,maintains a database of hourly meteorological and hydrologic data for use in a near real-time streamflow simulationsystem. This system is used in the management and operation of reservoirs and other flood-control structures in theWest Branch DuPage River (WBDR) watershed in DuPageCounty, Illinois. The USGS and DuPage County currently(2017) use the Hydrological Simulation Program-FORTRAN(HSPF) hydrologic model (Bicknell and others, 2000) andFull Equations (FEQ) hydraulic model (Franz and Melching,1997) to develop the simulations of the watershed rainfallrunoff (HSPF) and routed streamflow (FEQ) at a 1-hour timestep. The Watershed Data Management (WDM) databasewas designed for use with the HSPF model to store input andoutput data files. This report focuses on the processing and thedata organization of the WDM database WBDR13.WDM thatis used in the near real-time streamflow simulation system forWBDR watershed in DuPage County, Ill. It does not describehow HSPF and FEQ models are used in the real-time streamflow simulation system. For a related reference, see Ishii andothers (1998), which describes in detail how HSPF and FEQare used in near real-time streamflow simulation system forSalt Creek watershed in DuPage county Ill.The meteorological and hydrologic data are collectedat various sites in and near DuPage County (fig. 1). Theseprovisional data are stored in a WDM database that is updatedat least weekly by USGS staff. The provisional data mayhave periods of missing or flawed data due to equipmentmalfunctions or other problems. To improve the accuracy ofsimulations, the WDM database is updated and corrected withquality-assured and quality-controlled (QA/QC) data for eachwater year (WY; a water year is the 12-month period October1 through September 30 and is designated by the calendar year

2   Watershed Data Management (WDM) Database for West Branch DuPage River Streamflow Simulation, DuPage County, Illinoisin which it ends). This update is done to maintain a recordof the data in a model-compatible format and for studyinghistorical storms. Although this database is compiled for theWBDR watershed, the data could be used in other hydrologicmodels in northeastern Illinois or by scientists studying raindistribu tion or climate in the area.The purpose of this report is to describe the data sourcesand data organization used to create the QA/QC version of theWDM database, including how periods of missing or inaccurate precipitation data are estimated. The QA/QC databasediscussed in this document encompasses the period from January 1, 2007, through September 30, 2013, and is named theWBDR13.WDM. Detailed explanations of the hydrologic dataare given in the documentation of the USGS Annual WaterData Report (U.S. Geological Survey, 2016). This documentation is available online at tml. Over and others (2010) describe in detailthe methods used to fill in missing and erroneous meteorological data (air temperature, dewpoint temperature, windspeed, and solar radiation). These documentations will not berepeated in his report.Watershed Data Management (WDM)DatabaseThe WDM database is a binary, direct-access electronicfile (Flynn and others, 1995). It was developed by the USGSto be used with hydrologic and water-quality models and analyses. Data within the WDM database are stored in datasets.WDM databases can be accessed with the ANNIE computerprogram (Flynn and others, 1995); with the Generation andAnalysis of Model Simulation Scenarios (GenScn), an interactive computer program (Kittle and others, 1998); or withBetter Assessment Science Integrating point and Non-pointSources (BASINS), a multipurpose environmental analysissystem. The WBDR13.WDM database contains meteorological and hydrologic data collected in and near DuPageCounty, Illinois. The WDM database WBDR13.WDM and itsassociated metadata (Bera, 2017) are available at https://doi.org/10.5066/F71Z42M0. The data organization, sources, andQA/QC procedures are discussed below.Database Numbering SchemeTo aid in identifying the contents of WDM datasets, dataset numbers (DSNs) are assigned in a systematic order. TheDSNs are limited to four digits in the Hydrological SimulationProgram-FORTRAN (HSPF) model, which uses the WDM.Up to 32,000 datasets are allowed in the WDM database, butaccess to these datasets requires a direct-access computerprogram such as ANNIE. In the WBDR13.WDM, all DSNsare between 1 and 7019.The data are numbered in the WDM database accordingto data type and the location from which the data were gathered. Generally, the different data types are grouped into series(table 1). For example, the dataset numbers from 100 to 199are for precipitation. The last two digits of the DSN indicatethe station identification or location of the data source. Thelast two digits are based on the DuPage County site identifierfor rain gages (fig. 1). In addition to hourly meteorologicaldata, WBDR13.WDM contains hourly data flags describingeach of the four meteorological data types: air temperature,dewpoint temperature, wind speed, and solar radiation. Eachhourly data flag time series is assigned a three digit DSN. Thesecond and third digits are 1and 0 respectively. The first digitis the same as that of the corresponding meteorological datatype DSN. These data flags are described in detail in Over andothers (2010) and Bera (2014).For hydrologic data, a four-digit DSN is used; the firsttwo digits of the number indicate the type and location ofthe data, and the third and fourth digits are 00 if the data areobserved. There are a few exceptions to the observed datalabel of 00. The complete list of datasets in WBDR13.WDMdatabase is given in table 2, and a list of dataset attributes isgiven in Appendix 1.As can be seen from table 2, WBDR13.WDM containsmany datasets that are not part of the annual QA/QC process. These datasets have been created in the WDM databasefor data analyses or for convenience of data processing. Forexample, dataset 1 contains a constant arithmetic value usedto generate a datum for the water-surface elevations. Datasets107 and 801–811 are used in comparisons of precipitationdata. Datasets 6107–7019 are used in model simulation outputs for reviewing model operations.

Watershed Data Management (WDM) Database   388 15'88 22'30"88 07'30''87 52'30''88 LAKE COUNTYCOOK COUNTYMaparea42 07'30''ILLINOISSaltCreekStreamwoodO'Hare InternationalAirport (OH)7042 Sprin40gWest23Aan33chB89Wheaton3466Crar CSugOakbrookLisle-MortonArboretumDu Pag eAuroraBranchCreek29BrookEast44Br41 52'30''KressSt. Charles(STC)5031River41 45'30''KANE COUNTYKENDALL COUNTYDU PAGECOUNTYWILLCOUNTYDArgonne NationalLaboratory (ANL)90EBase from U.S. Geological Survey digital data, 1:1,000,000, Albers Equal-Area Conic projectionStandard parallels 29 30' N. and 45 30' N., central meridian 96 00' W., North American Datum of 1983EXPLANATIONWatershed boundaryAU.S. Geological Survey streamgage and identifier40U.S. Geological Survey stand-alone rain gageand identifier012345 MILES0 1 2 3 4 5 KILOMETERSMeteorological stationNational Centers for Environmental Informationweather observation station. Not shown: Plainfield,approximately 7 miles downstream of stream gage E,and Romeoville, approximately 9.5 miles southwest ofArgonne National LaboratoryFigure 1. Location of the West Branch DuPage River watershed and data-collection sites in and near DuPage County, Illinois.

4   Watershed Data Management (WDM) Database for West Branch DuPage River Streamflow Simulation, DuPage County, IllinoisTable 1. Description of dataset numbering system for the data in the WBDR13.WDMdatabase.[The impervious and pervious runoff datasets are used to store output from the hydrologic model simulations; the data stored therein change with each model run. USGS, U.S. Geological Survey; IDCON,identification of data type; NEXRAD, Next Generation Radar; ISUR, runoff from impervious surfaces;PERO, runoff from pervious surfaces]Dataset numbersData typeIDCON attributeGeneral data1–10DatumsELEV.Meteorological data100–199Precipitation from tipping bucket gagesPREC.200–299Potential evapotranspirationEVAP.300–399Wind speedWIND.400–499Air temperatureTEMP.500–599Dewpoint temperatureDEWP.600–699Solar radiationSRAD.800–899Computed NEXRAD precipitationPREC.Hydrologic ace elevation from USGS gagesELEV.6000–6999Hydrologic model outputISUR/PERO.7000–7999Simulated flow componentsVarious.

Watershed Data Management (WDM) Database   5Table 2. List of datasets in the WBDR13.WDM database.[DSN, dataset number; Description, station name, location, and information about the units used; TSTYPE, type of data; ft, feet; ELEV, elevation; in., inch;PREC, precipitation; Bldg., building; Ill., Illinois; WWTF, wastewater treatment facility; EVAP, evapotranspiration; WIND, wind speed; FLAG, hourly dataflag; TEMP, air temperature; F, degrees Fahrenheit; DEWP, dewpoint; SRAD, solar radiation; NEXRAD, Next Generation Radar; AVG, average; WBDR, WestBranch DuPage River; Trib, tributary; FLOW, discharge; ft3/s, cubic feet per second; NGVD 29, National Geodetic Vertical Datum of 1929; in/hr, inches perhour; *, multiply by; mi2, square mile; ISUR, runoff from impervious surfaces; PERO, runoff from pervious surfaces; SURO, surface outflow; IFWO, interflowoutflow; in/d, inch per day; PET, potential evapotranspiration; ET, evapotranspiration; TAET, simulated evapotranspiration; UZS, upper zone storage; LZS,lower zone storage; AGWS, groundwater storage at start; SNOW, simulated snow depth]DSN1DescriptionTSTYPEDummy datum (600 ft)ELEV.107Argonne tipping bucket PREC (0.01 in.)PREC.131Naperville Municipal Bldg. at Naperville, Ill. (0.01 in.)PREC.133Wheaton Water Department at Wheaton, Ill. (0.01 in.)PREC.134Wheaton Sewer Department at Wheaton, Ill. (0.01 in.)PREC.140Bartlett WWTF near Bartlett, Ill. (0.01 in.)PREC.144Carol Stream WWTF at Carol Stream, Ill. (0.01 in.)PREC.150Spring Creek Reservoir near Bloomingdale, Ill. (0.01 in.)PREC.166Blackwell Forest Preserve near Warrenville, Ill. (0.01 in.)PREC.189Kress Creek at West Chicago, Ill. (0.01 in.)PREC.190West Branch DuPage River near Naperville, Ill. (0.01 in.)PREC.207Argonne EVAP—unadjusted wind (0.001 in.)EVAP.307Unadjusted Argonne hourly wind speed (miles per hour)WIND.310Argonne hourly wind flagFLAG.407Argonne hourly air temperature ( F)TEMP.410Argonne hourly air temperature flagFLAG.507Argonne hourly dewpoint temperature ( F)DEWP.510Argonne dewpoint temperature flagFLAG.607Argonne hourly solar radiation (Langleys)SRAD.610Argonne hourly solar radiation flagFLAG.801NEXRAD hourly avg for WBDR mainstem (upper) (0.01 in.)PREC.802NEXRAD hourly avg for trib 1 of WBDR 0.01 in.)PREC.803NEXRAD hourly avg for trib 4 of WBDR (0.01 in.)PREC.804NEXRAD hourly avg for WBDR mainstem (Middle) (0.01 in.)PREC.805NEXRAD hourly avg for Klein Creek (0.01 in.)PREC.806NEXRAD hourly avg for Winfield Creek (0.01 in.)PREC.807NEXRAD hourly avg for Kress Creek (0.01 in.)PREC.808NEXRAD hourly avg for Spring Brook (0.01 in.)PREC.809NEXRAD hourly avg for Ferry Creek (0.01 in.)PREC.810NEXRAD hourly avg for Steeple Run Creek (0.01 in.)PREC.

6   Watershed Data Management (WDM) Database for West Branch DuPage River Streamflow Simulation, DuPage County, IllinoisTable 2. List of datasets in the WBDR13.WDM database.—Continued[DSN, dataset number; Description, station name, location, and information about the units used; TSTYPE, type of data; ft, feet; ELEV, elevation; in., inch;PREC, precipitation; Bldg., building; Ill., Illinois; WWTF, wastewater treatment facility; EVAP, evapotranspiration; WIND, wind speed; FLAG, hourly dataflag; TEMP, air temperature; F, degrees Fahrenheit; DEWP, dewpoint; SRAD, solar radiation; NEXRAD, Next Generation Radar; AVG, average; WBDR, WestBranch DuPage River; Trib, tributary; FLOW, discharge; ft3/s, cubic feet per second; NGVD 29, National Geodetic Vertical Datum of 1929; in/hr, inch per hour;*, multiply by; mi2, square mile; ISUR, runoff from impervious surfaces; PERO, runoff from pervious surfaces; SURO, surface outflow; IFWO, interflow outflow; in/d, inch per day; PET, potential evapotranspiration; ET, evapotranspiration; TAET, simulated evapotranspiration; UZS, upper zone storage; LZS, lowerzone storage; AGWS, groundwater storage at start; SNOW, simulated snow depth]DSN811DescriptionTSTYPENEXRAD hourly avg for WBDR mainstem (lower) (0.01 in.)PREC.2060Discharge at Kress Creek at West Chicago, Ill. (ft3/s)FLOW.2130Discharge at West Branch DuPage River near Naperville, Ill. (ft3/s)FLOW.2750Discharge at Spring Brook at 87th Street near Naperville, Ill. (ft3/s)FLOW.2950Discharge at West Branch DuPage River near Warrenville, Ill. (ft3/s)FLOW.2990Discharge at West Branch DuPage River near West Chicago, Ill. (ft3/s)FLOW.4031Water-surface ELEV at West Branch DuPage River at Fawell Dam (NGVD 29)ELEV.4060Water-surface ELEV at Kress Creek at West Chicago, Ill. (NGVD 29)ELEV.4130Water-surface ELEV at West Branch DuPage River near Naperville, Ill. (NGVD 29)ELEV.4750Water-surface ELEV at Spring Brook at 87th Street near Naperville, Ill. (NGVD 29)ELEV.4950Water-surface ELEV at West Branch DuPage River near Warrenville, Ill. (NGVD 29)ELEV.4990Water-surface ELEV at West Branch DuPage River near West Chicago, Ill. (NGVD 29)ELEV.6107Impervious runoff (in/h* mi2)ISUR.6207Flat grass runoff (in/h*mi2)PERO.6307Moderate grass runoff (in/h*mi2)PERO.6407Steep grass runoff (in/h*mi2)PERO.6507Forest runoff (in/h*mi2)PERO.6607Agriculture runoff (in/h*mi2)PERO.7012Surface outflow (in/h*mi2)SURO.7013Interflow outflow (in/h*mi )IFWO.7014Potential evapotranspiration (in/d*mi2)PET.7015Simulated ET (in/d*mi )TAET.7016Upper zone storage (in*mi2)UZS.7017Lower zone storage (in*mi2)LZS.7018Groundwater storage at start (in.)AGWS.7019Simulated snow depth (in.)SNOW.22

Precipitation Data  7Precipitation DataThe source of precipitation data in the QA/QC WDM isthe USGS and DuPage County real-time flood-warning raingage network. The real-time flood-warning rain gage networkcontains 8 rain gages (31, 33, 34, 40, 44, 66, 89, and 90;table 3) in and near the West Branch DuPage River watershed(fig. 1). The real-time flood-warning rain gage network consists of 6-, 8-, and 12-inch (in.) diameter tipping-bucket raingages. These tipping-bucket rain gages are set to tip when0.01 in. of rain has been collected in the gage. Some of thegages in the network are heated, thus allowing them to recordsnowfall amounts (table 3). Some of the rain gages have radiotelemetry, which transmits the data to a DuPage County facility at every 5 minutes (table 3).Most of the rain gages with radio telemetry also have anonsite data logger that records the data. Files from the datalogger are downloaded by USGS personnel during site visits.Data collected with a data logger are generally more reliablethan data transmitted by a radio telemetry, because transmission failures are avoided. When the data logger is missingdata, radio-transmitted data are used as a backup record at thegages. If there is no backup record available at the gage, thengaps when data are missing are filled with data from a nearbygage. The rain gage data from 23 (USGS 415651088051900,Bloomingdale Lift Station at Bloomingdale, Ill., locatedat 41 56′51″, 88 05′19″), 29 (USGS 415751087591000,Wood Dale WWTF at Wood Dale, Ill., located at 41 57′51″,87 59′10″), 50 (USGS 415737088031100, Spring CreekReservoir near Bloomingdale, Ill., located at 41 57′37″,88 03′11″), and 70 (USGS 420052088034200, SchaumburgPublic Works at Schaumburg, Ill., located at 42 00′52″,88 03′42″) near the West Branch DuPage River watershedare used as a backup. The QA/QC processing of the data fromthese gages are described in detail in Bera (2014).The data from the rain gage network were checked foraccuracy and processed for publication in the USGS AnnualWDR. Missing data are flagged as “–-” and snowfall-affecteddata are flagged as “e” in the WDR. Snowfall-affected datawere flagged for heated and unheated rain gages. Snowfallaffected data were flagged because unheated rain gagesinaccurately record precipitation data at temperatures belowfreezing. Frozen precipitation, usually in the form of snow,accumulates in the funnel of unheated rain gages. This frozenprecipitation is measured when it melts. Wind can blow snowout of the rain gage before it can melt, thus leaving someprecipitation unmeasured. The determination of which datawere affected by snowfall took into consideration the airtemperature data obtained from the nearby National Centersfor Environmental Information weather observation stations(fig. 1; National Centers for Environmental Information, 2017)from the Illinois network listed in table 4, the placement of therain gage, and the amount of precipitation observed at heatedrain gages in the network. The weather observation stationis chosen by the hydrographer working on the record for aspecific rain gage. Missing data are filled from nearby raingages as a part of the QA/QC process and stored in the WDMdatabase. Unit value precipitation data from January 1, 2007,through September 30, 2013, were retrieved from the USGSAutomated Data Processing System (ADAPS) database(U.S. Geological Survey, 2015) and were used as the basis forthe QA/QC of the WDM database. Unit value precipitationdata are the incremental data collected by the recorder (datalogger at the data site) or computed from the recorded incremental data. Unit value data are often recorded in 15-minuteincrements. ADAPS unit value data were processed intohourly values by using the meteorological and hydrologicGenScn input converter (MAGIC) computer program (Orteland Martin, 2010). Any missing hourly value of precipitationwas filled with the corresponding data from a nearby networkgage. These data were then input to WBDR13.WDM. Foreach station, the estimated data were determined by consulting the USGS Annual WDR (U.S. Geological Survey, 2016)for Illinois, which identified days with estimated rainfall withsnowmelt and days with partial records. Appendix table 2–1describes all of the missing periods and the stations used tofill in the missing data. Appendix table 2–2 lists the snowfallaffected periods.

8   Watershed Data Management (WDM) Database for West Branch DuPage River Streamflow Simulation, DuPage County, IllinoisTable 3. Characteristics of rain gages used and selected meteorological data observed during January 1, 2007, through September 30, 2013,in and near DuPage County, Illinois, stored in quality-assured/quality-controlled WBDR13.WDM Watershed Data Management database.[USGS, U.S. Geological Survey; WDM, Watershed Data Management; ANL, Argonne National Laboratory; PREC, precipitation; —, not applicable; in., inch;Lat, latitude given as: degrees ( ) minutes (′) seconds (″); Long, longitude given as: degrees ( ) minutes (′) seconds (″); F, degrees Fahrenheit; EVAP, potentialevapotranspiration; Bldg., Building; Ill., Illinois; Y, Yes; WWTF, Wastewater Treatment Facility]SiteDatasetidentifiernumber(fig. 1)ANLLocation of gage(USGS station number)107Argonne National Laboratory307PREC (0.01 in.)Lat: 41º42’06” Long: 87º59’46” (—) Air temperature ( F)Rain gageRadiotelemetry(yes or no)Period of record inWBDR13.wdmdatabase(month/day/year)Wateryear ��09/30/2013—310Air temperature flag (—)—01/01/1996–09/30/2013—607Dew

step. The Watershed Data Management (WDM) database was designed for use with the HSPF model to store input and output data files. This report focuses on the processing and the data organization of the WDM database WBDR13.WDM that is used in the near real-time streamflow simulation system for WBDR watershed in DuPage County, Ill. It does not .

Related Documents:

Three separate watershed assessments were performed to guide the development of a watershed management plan for the North Branch Park River: 1) a Baseline Watershed Assessment, 2) a Watershed Field Assessment, and 3) a Land Use Regulatory Review. The Baseline Watershed Assessment evaluates the existing environmental and land use conditions in

Watershed, a watershed that flows toward the Columbia River. In this way, one watershed is artificially connected to several other watersheds at once. The watershed of surface flow, the watershed where domestic water originates, and the watershed where wastewater goes

Baseline Watershed Assessment North Branch Park River Watershed Connecticut Department of Environmental Protection July 2010 146 Hartford Road Manchester, Connecticut 06040 In Cooperation With: Farmington River Watershed Association Park River Watershed Revitalization Initiative

The transponder effectively extends the range of client devices that can connect to the CWDM or DWDM network using pluggable optics: third-party SONET/SDH add/drop multiplexers (ADMs), storage and Ethernet devices, or Cisco platforms that do not support pluggable WDM optics can connect to the WDM network by

IPC & WDM 2020 Format User Guide . Summary . This guide has been created to familiarize users with recent changes to Illustrated Parts Catalogs (IPC) and Wiring Diagram Manuals (WDM). The changes are going into effect, starting in the first quarter of 2020 and will be continuously incorporated into reissues of these manuals as new models are .

the Genesee County Soil and Water Conservation Districts’s prior experience with watershed collaboration will be a great help in this planning effort. They will be able to share their knowledge in the formation and direction of this watershed alliance. The watershed alliance is the first phase of a multi-phased watershed project that will benefit

Advanced Engineering Mathematics E Kreyszig; Wiley; 2001 4. Calculus, R A Adams; Pearson; 2002. Calculus (6th Edition) E W Swokowski, M Olinick, D Pence; PWS; 1994. MT1007 Statistics in Practice Credits 20.0 Semester 2 Academic year 2019/20 Timetable 11.00 am Description This module provides an introduction to statistical reasoning, elementary but powerful statistical methodologies, and real .