Model:DR3M: Difference between revisions
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{{Modeler information | |||
|First name=U.S. | |||
|Last name=Geological Survey | |||
|Type of contact=Project manager | |||
|Institute / Organization=U.S. Geological Survey | |||
|Town / City=Reston | |||
|Postal code=20192 | |||
|State=Virginia | |||
|Country=USA | |||
|Email address=h2osoft@usgs.gov | |||
}} | |||
{{Model identity | |||
|Categories=Hydrology, Terrestrial | |||
|One-line model description=Distributed Routing Rainfall-Runoff Model--version II | |||
|Extended model description=DR3M is a watershed model for routing storm runoff through a Branched system of pipes and (or) natural channels using rainfall as input. DR3M provides detailed simulation of storm-runoff periods selected by the user. There is daily soil-moisture accounting between storms. A drainage basin is represented as a set of overland-flow, channel, and reservoir segments, which jointly describe the drainage features of the basin. This model is usually used to simulate small urban basins. Interflow and base flow are not simulated. Snow accumulation and snowmelt are not simulated. | |||
}} | |||
{{Model technical information | |||
|Supported platforms=Unix, Windows | |||
|Programming language=Fortran77 | |||
|Start year development=1972 | |||
|Does model development still take place?=No | |||
|End year development=1996 | |||
|Model availability=As code | |||
|Source code availability=Through web repository | |||
|Program license type=Other | |||
|Program license type other=-- | |||
|OpenMI compliant=No but possible | |||
|CCA component=No but possible | |||
|IRF interface=No but possible | |||
|Memory requirements=-- | |||
|Typical run time=-- | |||
}} | |||
{{Input - Output description | |||
|Describe input parameters=Daily precipitation, daily evapotranspiration, and short-interval precipitation are required. Short-interval discharge is required for the optimization option and to calibrate the model. These time series are read from a WDM file. Roughness and hydraulics parameters and sub-catchment areas are required to define the basin. Six parameters are required to calculate infiltration and soil-moisture accounting. Up to three rainfall stations may be used. Two soil types may be defined. A total of 99 flow planes, channels, pipes, reservoirs, and junctions may be used to define the basin. | |||
|Describe output parameters=The computed outflow from any flow plane, pipe, or channel segment for each storm period may be written to the output file or to the WDM file. A summary of the measured and simulated rainfall, runoff, and peak flows is written to the output file. A flat file containing the storm rainfall, measured flow (if available), and simulated flow at user selected sites can be generated. A flat file for each storm containing the total rainfall, the measured peak flow (if available), and the simulated peak flow for user-selected sites | |||
can be generated. | |||
|Pre-processing software needed?=No | |||
|Post-processing software needed?=No | |||
|Visualization software needed?=No | |||
}} | |||
{{Process description model | |||
|Describe processes represented by the model=The rainfall-excess components include soil-moisture accounting, pervious-area rainfall excess, impervious-area rainfall excess, and parameter optimization. The Green-Ampt equation is used in the calculations of infiltration and pervious area rainfall excess. A Rosenbrock optimization procedure may be used to aid in calibrating several of the infiltration and soil-moisture accounting parameters. Kinematic wave theory is used for both overland-flow and channel routing. There are three solution techniques available: method of characteristics, implicit finite difference method, and explicit finite difference method. Two soil types may be defined. Overland flow may be defined as turbulent or laminar. Detention reservoirs may be simulated as linear storage or using a modified-Puls method. Channel segments may be defined as gutter, pipe, triangular cross section, or by explicitly specifying the kinematic channel parameters alpha and m. | |||
|Describe key physical parameters and equations=-- | |||
|Describe length scale and resolution constraints=-- | |||
|Describe time scale and resolution constraints=-- | |||
|Describe any numerical limitations and issues=-- | |||
}} | |||
{{Model testing | |||
|Describe available calibration data sets=-- | |||
|Describe available test data sets=-- | |||
|Describe ideal data for testing=-- | |||
}} | |||
{{Users groups model | |||
|Do you have current or future plans for collaborating with other researchers?=-- | |||
}} | |||
{{Documentation model | |||
|Provide key papers on model if any=Documentation: | |||
* Alley, W.M., and Smith, P.E., 1982, Distributed routing rainfall-runoff model--version II: U.S. Geological Survey Open-File Report 82-344, 201 p. | |||
Related documentation | |||
* Flynn, K.M., Hummel, P.R., Lumb, A.M., Kittle, J.L., Jr., 1995, User's manual for ANNIE, version 2, a computer program for interactive hydrologic data management: U.S. Geological Survey Water-Resources Investigations 95-4085, 211 p. | |||
References | |||
* Dawdy, D.R., Lichty, R.W., and Bergmann, J.M., 1972, A rainfall-runoff simulation model for estimation of flood peaks for small drainage basins: U.S. Geological Survey Professional Paper 506-B, 28 p. | |||
* Dawdy, D.R., Schaake, J.C., Jr., and Alley, W.M., 1978, User's guide for distributed routing rainfall-runoff model: U.S. Geological Survey Water-Resources Investigations Report 78-90, 146 p. | |||
* Doyle, H.W., Jr., and Miller, J.E., 1980, Calibration of a distributed routing rainfall-runoff model at four urban sites near Miami, Florida: U.S. Geological Survey Water-Resources Investigations Report 80-1, 87 p. | |||
* Guay, J.R., and Smith, P.E., 1988, Simulation of quantity and quality of storm runoff for urban catchments in Fresno, California: U.S. Geological Survey Water-Resources Investigations Report 88-4125, 76 p. | |||
* Leclerc, Guy, and Schaake, J.C., Jr., 1973, Methodology for assessing the potential impact of urban development on urban runoff and the relative efficiency of runoff control alternatives: Ralph M. Parsons Laboratory Report no. 167, Massachusetts Institute of Technology, 257 p. | |||
|Manual model available=No | |||
|Model manual=README DR3M.txt, | |||
|Model website if any=http://water.usgs.gov/software/dr3m.html | |||
}} | |||
{{Additional comments model | |||
|Comments=TRAINING | |||
Watershed Systems Modeling I (SW2008TC), offered annually at the USGS National Training Center. | |||
Watershed Systems Modeling II (SW3018TC), offered upon request at the USGS National Training Center. | |||
}} | |||
{{Infobox Model | {{Infobox Model | ||
|model name = DR3M | |model name = DR3M |
Revision as of 10:07, 15 September 2009
Contact
Name | U.S. Geological Survey |
Type of contact | Project manager |
Institute / Organization | U.S. Geological Survey |
Postal address 1 | |
Postal address 2 | |
Town / City | Reston |
Postal code | 20192 |
State | Virginia |
Country | USA"USA" is not in the list (Afghanistan, Albania, Algeria, Andorra, Angola, Antigua and Barbuda, Argentina, Armenia, Australia, Austria, ...) of allowed values for the "Country" property. |
Email address | h2osoft@usgs.gov |
Phone | |
Fax |
DR3M
Metadata
Summary
Technical specs
In/Output
Process
Testing
Other
DR3MDR3M InformationVisit http://water.usgs.gov/software/DR3M/ for more information or to download the model. HistoryPapersDR3M QuestionnaireIssuesHelpInput FilesOutput FilesDownloadSource |