Overview
Fully Integrated Hydrological Models
On this page we will try to create a complete overview of available models of the Distributed Rainfall Runoff type. Should you have additional information, feel free to create an account with Wikidot and complete the table below! For our (Dutch) project, we'll add weighting factors in order to create a subselection of the best simulation model for our purposes.
Kalypso | Hydro Geo Sphere | REW | Mike SHE | IBRAHYM | GSFLOW | PREVAH | WaSiM | Grid2Grid | Vflo | JGrass GEOTop | ATHYS | Topkapi | |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Manufacturer | TUHH | Univ. of Waterloo | Paolo Reggiani | DHI | Deltares/ TNO/ Alterra/ Water schappen | USGS | ETH - Univ. Bern | ETH | CEH | Vieux | Univ. of Trento | IRD | ProGea srl |
Contact | Sandra Hellmers | Rene Therrien - Université Laval | Paolo Reggiani | Douglas Graham | Mrs. Bartus- scheck; Juriaan Cock | K. Chase | Jörg Schulla | Jörg Schulla | Riccardo Rigon | ProGea srl | |||
Country | DE | CA | NL | DK | NL | USA | CH | CH | UK | FR | IT | FR | IT |
used by: | Gov.ment agencies, research institutes | Gov.ment agencies, research institutes, engineering consultants | WS Roer & Over maas, WS Peel en Maasvallei | For scientific use only! | universities, research centres, regional authorities and engineering offices | Government agencies, research institutes | |||||||
Components | |||||||||||||
FRAC3DVS MODHMS | iMOD / SIMGRO6 (SOBEK, CAPSIM > metaSWAP, Modflow) | MMS-PRMS, MODFLOW-2005 | Optional link with HEC-RAS | ||||||||||
Price | |||||||||||||
Commercial Use | CAD 3,000 | To be inquired | EUR 16,000 | N/A | Free | For scientific use only! | Free | Free | |||||
Educational use | To be inquired | To be inquired | To be inquired | N/A | Free | Free | |||||||
Document. & support | |||||||||||||
Complete | Yes | N/A | Yes | N/A | Compre- hensive manual | N/A | Yes | ||||||
User Friendly | Yes | N/A | Modern user interface, with full documentation | N/A | Yes | N/A | Yes | ||||||
'Helpdesk' Available | Yes | Yes | Included in annual service and maintenance contract | N/A | Yes | Yes | Yes | Yes | |||||
Active User Forum | No | No | Yes | N/A | Yes | - | - | ||||||
Design & Environment | |||||||||||||
Platform | Windows | Windows & Linux | Windows | Windows | UNIX | Windows & Linux | Windows; Linux; UNIX | Windows & Linux | Windows & Linux | ||||
Open Source | Yes | No | No | No | Yes | Yes | Yes | Yes, GPL v3 and 2 | Yes | ||||
Language | FORTRAN95 | C++ / FORTRAN | N/A | N/A | C/ FORTRAN | FORTRAN | C+ | JAVA / C | FORTRAN | Python | |||
Numerical Concept | Newton-Raphson et al. | Control Volume w. Analytical Solutions | Freeze-Harlan, Abbot et al. | - | Hydrological Response Units (HRU's) | Hydrological Response Units (HRU's) | HRU's | QAS/ R-K-F | |||||
Discretization Method | 3D Finite Elem. | Other | Finite Diff. | Finite Diff. | Finite Diff. | Finite Diff. | Finite Diff. | Finite Elem. | Finite Diff. | Finite Diff. | Finite Diff. | ||
Groundwater Equation | Richards | Richards | 3D Darcy in Saturated zone | Richards | Richards | Richards | TOPMODEL or Richards | ||||||
OpenMI-compatible | No | Yes | Yes | No | No | Yes | Yes | Not any more | |||||
FEWS Adapter Available | No | Yes | No | No | No | Yes | Yes | Yes | Yes | No | No | Yes, for the RR-module | |
Simulation i.r.t. Hydrodynamics | |||||||||||||
Small-scale Catchments | Yes | No | Yes | Yes | Yes | No | Yes | No | |||||
Sequential | Yes | Yes | Yes | Yes | Yes | Yes | Yes | Yes | |||||
Simultaneous | Yes | Yes | No | No | Yes | No | Yes | No | |||||
Pre / Post Processing | |||||||||||||
GIS Compatible | Yes | Yes, .SHP | Yes | Yes | Yes | Yes | Yes | Yes | Yes | Yes | Yes | Yes | |
Geostatistical Methods | Yes | Yes, Kriging | No | Yes | Yes | Yes | Yes | Yes | |||||
Plotting results in 2D | Yes | Yes, via ASCI or Matlab | Yes, integrated into the user interface | Yes | Yes, with MMS | Yes | Yes | Yes | |||||
Processes: Precipitation | |||||||||||||
Rain Gauge Input | Yes | Yes | Yes | Yes | Yes | Yes, can be interpolated | Yes | Yes | |||||
Spatial Rainfall Input | Yes | Yes | Yes | Yes | Yes | Yes | Yes | Yes | |||||
Snow Melt | Yes | Yes | Yes | Yes | Yes | Yes | Yes | Yes | |||||
Processes: Surface Level | |||||||||||||
Land Use | Yes | Yes | Yes | Yes | Yes | Yes | Yes | Yes | |||||
Interception | Yes | No | Yes | Yes | Yes | Yes | Yes | Yes | |||||
Infiltration Capacity | Yes | Yes | Yes | Yes | Yes | Yes | Yes | Yes | |||||
Solves Overland Flow | Yes | Yes | Yes | Yes | Yes | Simple | Yes | Yes | |||||
Frozen Soil | Yes | No | Under development | No | Yes | Yes | Yes | No | |||||
Soil Evaporation | Yes | Yes | Yes | Yes | Yes | Yes | Yes | Yes | |||||
Evapotranspiration | Yes | Under development | Yes | Yes | Yes | Yes, Penman - Monteith | Yes | Yes | |||||
Processes: Unsaturated Zone | |||||||||||||
Root Zone | Yes | No | Yes | Yes | Yes | Yes | Yes | Yes | |||||
Percolation to Saturated Zone | Yes | Yes | Yes | Yes | Yes | Yes | Yes | Yes | |||||
Capillary Rise to Unsaturated Zone | Yes | Yes | Yes | Yes | Yes | Yes | Yes | No | |||||
Reduction of evaporation due to dropping groundwater table | No | No | No | No | Yes | Yes | Yes | No | |||||
Processes: Phreatic Groundwater | |||||||||||||
Seepage Tables | Yes | No | Yes | Yes | Yes | Yes | Yes | No | |||||
and/or Coupling to Artesian Groundwater | Yes | No | No | Yes | Yes | Yes | No | No | |||||
or Computes Artesian Groundwater Level | No | No | No | No | - | —- | Yes | Yes | |||||
Processes: Special Areas | |||||||||||||
Paved surfaces | Yes | Under development | Yes | Yes | No | No | Yes | Yes | |||||
Flows to WWTP | No | No | No | No | No | No | No | No | |||||
Sewer Overflows to 1D | No | No | MOUSE | Yes | No | No | No | No | |||||
Adjustment Unpaved Area // | No | No | Yes | Yes | No | No | Yes | No | |||||
Well Fields | Yes | No | Yes | No | Yes | No | Yes | No | |||||
Controlled Storage on Land | Yes | No | No | Yes | No | No | No | ||||||
Special Strengths | |||||||||||||
Unstructured finite-element grids | The capabilities for solving both simple and highly complex, integrated problems | Minimal Calibration requirements | |||||||||||
Links | |||||||||||||
link | website | website | website | website | website | website | website | website | website | website | website | ||
link2 | website | website | website | ||||||||||
link3 | website |
page revision: 250, last edited: 27 Mar 2011 11:39