Summary
Also known as
|
|
Model type
|
Single
|
Model part of larger framework
|
|
Note on status model
|
|
Date note status model
|
|
Technical specs
Supported platforms
|
Linux
|
Other platform
|
|
Programming language
|
|
Other program language
|
Fortran95
|
Code optimized
|
Single Processor
|
Multiple processors implemented
|
|
Nr of distributed processors
|
|
Nr of shared processors
|
|
Start year development
|
|
Does model development still take place?
|
No
|
If above answer is no, provide end year model development
|
2010
|
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://www.glerl.noaa.gov/wr/lbrmexamples.html
|
Source csdms web address
|
|
Program license type
|
Other
|
Program license type other
|
--
|
Memory requirements
|
All memory is dynamically sized on the basis of the number of cells in the watershed, so memory requirements are scaled with the size of the watershed.
|
Typical run time
|
|
In/Output
Describe input parameters
|
For every cell in the watershed grid, daily precipitation and air temperature, solar isolation, elevation, slope, flow direction, land use, depths (cm) of USZ (Upper Soil Zone) and LSZ (Lower Soil Zone), available water capacity (%) of USZ and LSZ, soil texture, permeability (cm/h) of USZ and LSZ, Manning's coefficient values, and daily flows (Changsheng He and Thomas E. Croley II, 2007).
|
Input format
|
ASCII
|
Other input format
|
|
Describe output parameters
|
DLBRM output includes, for every cell in the watershed grid, surface runoff to surface storage, infiltration to USZ, ET, ETP, percolation from USZ to LSZ, interflow from LSZ to surface storage, deep percolation from LSZ to groundwater storage, groundwater flow from groundwater storage to surface storage, surface moisture storage, USZ, and LSZ moisture storages, groundwater storage, and lateral flows from storages to adjacent cells for the surface (channel outflow), USZ, LSZ, and groundwater (Changsheng He and Thomas E. Croley II, 2007).
|
Output format
|
ASCII
|
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
|
|
Process
Describe processes represented by the model
|
Precipitation enters the snowpack, if present, and is then available as snowmelt, depending mainly on air temperature and solar radiation. Snowmelt and rainfall partly infiltrate infiltrate into the soil and partly run off directly to surface storage, depending upon the moisture content of the soil. Infiltration is high if the soil is dry, and surface runoff is high if the soil is saturated. Soil moisture evaporates or is transpired by vegetation, depending on the types of vegetation, the season, solar radiation, air temperature, humidity, and wind speed. The remainder percolates into deeper basin storages that feed surface storage through interflows and groundwater flows. Generally, these supplies are high if the soil and groundwater storages are large. Finally, there is a flow into surface storage from the upstream cell, which is routed, along with all the other flows into surface storage, through the cell into the next downstream cell.
|
Describe key physical parameters and equations
|
Croley, T. E., II, and He, C. (2005). “Distributed-parameter large basin runoff model. I: Model development.” J. Hydrol. Eng., 10(3), 173–181.
|
Describe length scale and resolution constraints
|
|
Describe time scale and resolution constraints
|
|
Describe any numerical limitations and issues
|
|
Testing
Describe available calibration data sets
|
See:
Croley, T. E., II, C. He, and D. H. Lee, 2005. Distributed-parameter large basin runoff model II: application. Journal of Hydrologic Engineering, 10(3):182-191.
C.He, and Croley, T.E., 2007. Application of a distributed large basin runoff model in the Great Lakes basin. Control Engineering Practice, 15(8): 1001-1011.
|
Upload calibration data sets if available:
|
|
Describe available test data sets
|
The LBRM model has been applied to 121 large watersheds surrounding the Laurentian Great Lakes since its development in the 1980s.
|
Upload test data sets if available:
|
|
Describe ideal data for testing
|
|
Other
Do you have current or future plans for collaborating with other researchers?
|
|
Introduction
History
Papers
Issues
Help
Input Files
Output Files
Download source code
Bold text
|