Model:DR3M: Difference between revisions
From CSDMS
No edit summary |
m (Text replacement - "{{End headertab}}" to "{{End headertab}} {{{{PAGENAME}}_autokeywords}}") |
||
(42 intermediate revisions by 2 users not shown) | |||
Line 1: | Line 1: | ||
{{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= | |First name=Geological Survey | ||
|Last name= | |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= | |Country=United States | ||
|Email address=h2osoft@usgs.gov | |Email address=h2osoft@usgs.gov | ||
}} | }} | ||
{{Model technical information | {{Model technical information | ||
Line 23: | Line 33: | ||
|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=-- | ||
|Memory requirements=-- | |Memory requirements=-- | ||
|Typical run time=-- | |Typical run time=-- | ||
Line 33: | Line 41: | ||
{{Input - Output description | {{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 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 | |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 | |Pre-processing software needed?=No | ||
|Post-processing software needed?=No | |Post-processing software needed?=No | ||
Line 42: | Line 48: | ||
{{Process description model | {{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 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 key physical parameters and equations=-- | ||
|Describe length scale and resolution constraints=-- | |Describe length scale and resolution constraints=-- | ||
Line 48: | Line 53: | ||
|Describe any numerical limitations and issues=-- | |Describe any numerical limitations and issues=-- | ||
}} | }} | ||
{{Model testing | {{Model 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 | ||
|Manual model available=No | |Manual model available=No | ||
|Model website if any=http://water.usgs.gov/software/dr3m.html | |Model website if any=http://water.usgs.gov/software/dr3m.html | ||
}} | }} | ||
{{Additional comments model | {{Additional comments model | ||
Line 78: | Line 67: | ||
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. | ||
}} | }} | ||
{{ | {{CSDMS staff part | ||
| | |OpenMI compliant=No but possible | ||
| | |CCA component=No but possible | ||
| | |IRF interface=No but possible | ||
| | |CMT component=No but possible | ||
}} | }} | ||
{{Start coupled table}} | |||
{{End a table}} | |||
{{End headertab}} | |||
{{{{PAGENAME}}_autokeywords}} | |||
<!-- Edit the part above to update info on other papers --> | <!-- Edit the part above to update info on other papers --> | ||
==DR3M Information== | |||
Visit [http://water.usgs.gov/software/DR3M/ http://water.usgs.gov/software/DR3M/] for more information or to download the model. | Visit [http://water.usgs.gov/software/DR3M/ 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 == | ||
<br>{{AddReferenceUploadButtons}}<br><br> | |||
{{#ifexist:Template:{{PAGENAME}}-citation-indices|{{{{PAGENAME}}-citation-indices}}|}}<br> | |||
{{Include_featured_references_models_cargo}}<br> | |||
== | == Issues == | ||
== | == Help == | ||
{{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}} | |||
== Input Files == | |||
== Output Files == | |||
Latest revision as of 20:18, 16 September 2020
DR3M
Metadata
|
|
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) | Year | Model described | Type of Reference | Citations |
---|---|---|---|---|
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 |