Model:DR3M: Difference between revisions

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{{Model identity
|Model type=Single
}}
{{Start models incorporated}}
{{End a table}}
{{Model identity2
|ModelDomain=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.
}}
{{Start model keyword table}}
{{Model keywords
|Model keywords=basins
}}
{{End a table}}
{{Modeler information
{{Modeler information
|First name=U.S.
|First name=Geological Survey
|Last name=Geological Survey
|Last name=U.S.
|Type of contact=Project manager
|Type of contact=Project manager
|Institute / Organization=U.S. Geological Survey
|Institute / Organization=U.S. Geological Survey
Line 7: Line 22:
|Postal code=20192
|Postal code=20192
|State=Virginia
|State=Virginia
|Country=USA
|Country=United States
|Email address=h2osoft@usgs.gov
|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
{{Model technical information
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|Model availability=As code
|Model availability=As code
|Source code availability=Through web repository
|Source code availability=Through web repository
|Source web address=http://water.usgs.gov/software/DR3M/
|Program license type=Other
|Program license type=Other
|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=--
|Memory requirements=--
|Typical run time=--
|Typical run time=--
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|Describe any numerical limitations and issues=--
|Describe any numerical limitations and issues=--
}}
}}
{{Model testing
{{Model testing}}
|Describe available calibration data sets=--
|Describe available test data sets=--
|Describe ideal data for testing=--
}}
{{Users groups model
{{Users groups model
|Do you have current or future plans for collaborating with other researchers?=--
|Do you have current or future plans for collaborating with other researchers?=--
}}
}}
{{Documentation model
{{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
|Manual model available=No
|Model manual=README DR3M.txt,
|Model website if any=http://water.usgs.gov/software/dr3m.html
|Model website if any=http://water.usgs.gov/software/dr3m.html
}}
}}
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Watershed Systems Modeling II (SW3018TC), offered upon request at the USGS National Training Center.
Watershed Systems Modeling II (SW3018TC), offered upon request at the USGS National Training Center.
}}
}}
{{Infobox Model
{{CSDMS staff part
|model name              = DR3M
|OpenMI compliant=No but possible
|developer                = '''U.S. Geological Survey'''
|CCA component=No but possible
|one-line-description    = Distributed Routing Rainfall-Runoff Model   
|IRF interface=No but possible
|type                    = Model
|CMT component=No but possible
|source                  = [[image:Yellow1.png]]
}}
}}
{{Start coupled table}}
{{End a table}}
{{End headertab}}
{{{{PAGENAME}}_autokeywords}}
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==DR3M Information==
==DR3M Information==
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* 1972 - A lumped parameter rainfall-runoff model for small rural watersheds
* 1972 - A lumped parameter rainfall-runoff model for small rural watersheds


== Papers ==
== References  ==
<br>{{AddReferenceUploadButtons}}<br><br>
{{#ifexist:Template:{{PAGENAME}}-citation-indices|{{{{PAGENAME}}-citation-indices}}|}}<br>
{{Include_featured_references_models_cargo}}<br>


== Issues ==
== Issues ==


== Help ==
== Help ==
{{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}}


== Input Files ==
== Input Files ==


== Output Files ==
== Output Files ==
== Download ==
== Source ==
[[Category:Terrestrial]]
[[Category:Hydrology]]

Latest revision as of 20:18, 16 September 2020



DR3M


Metadata

Also known as
Model type Single
Model part of larger framework
Note on status model
Date note status model
Incorporated models or components:
Spatial dimensions
Spatial extent
Model domain 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.
Keywords:

basins,

Name Geological Survey U.S.
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 United States
Email address h2osoft@usgs.gov
Phone
Fax


Supported platforms
Unix, Windows
Other platform
Programming language

Fortran77

Other program language
Code optimized
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development 1972
Does model development still take place? No
If above answer is no, provide end year model development 1996
Code development status
When did you indicate the 'code development status'?
Model availability As code
Source code availability
(Or provide future intension)
Through web repository
Source web address http://water.usgs.gov/software/DR3M/
Source csdms web address
Program license type Other
Program license type other --
Memory requirements --
Typical run time --


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.
Input format
Other input format
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.
Output format
Other output format
Pre-processing software needed? No
Describe pre-processing software
Post-processing software needed? No
Describe post-processing software
Visualization software needed? No
If above answer is yes
Other visualization software


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 --


Describe available calibration data sets
Upload calibration data sets if available:
Describe available test data sets
Upload test data sets if available:
Describe ideal data for testing


Do you have current or future plans for collaborating with other researchers? --
Is there a manual available? No
Upload manual if available:
Model website if any http://water.usgs.gov/software/dr3m.html
Model forum / discussion board
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.


This part will be filled out by CSDMS staff

OpenMI compliant No but possible
BMI compliant No but possible
WMT component No but possible
PyMT component
Is this a data component
Can be coupled with:
Model info
Geological Survey U.S.
Nr. of publications: 14
Total citations: 343
h-index: 8
m-quotient: 0.15
Qrcode DR3M.png
Link to this page




DR3M Information

Visit http://water.usgs.gov/software/DR3M/ for more information or to download the model.

History

  • 1991 - DR3M-version II, added option to output simulated time-series data to Watershed Data Management (WDM) file. Output file modified to reduce width from 132 characters to 80 characters or less.
  • 1984 - DR3M-version II, WDM file replaces "card" input of time-series data.
  • 1982 - DR3M-version II, added two solution techniques for kinematic wave routing. Improved general output.
  • 1978 - Original DR3M version, incorporated the routing component from a version of the Massachusetts Institute of Technology catchment model into the lumped parameter rainfall-runoff model.
  • 1972 - A lumped parameter rainfall-runoff model for small rural watersheds

References




Nr. of publications: 14
Total citations: 343
h-index: 8
m-quotient: 0.15



Featured publication(s)YearModel describedType of ReferenceCitations
Dawdy, D.R.; Lichty, R.W.; 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.
(View/edit entry)
1972 DR3M
Model overview 131
See more publications of DR3M


Issues

Help

Input Files

Output Files