Difference between revisions of "Modelling tool capability overview"
Jump to navigation
Jump to search
| Line 1: | Line 1: | ||
{| class="wikitable" | {| class="wikitable" | ||
| + | |+Background & basic characteristics of reviewed modelling tools | ||
! Characteristic !! WRSM-Pitman !! SPATSIM Pitman !! ACRU !! SWAT !! MIKE-SHE | ! Characteristic !! WRSM-Pitman !! SPATSIM Pitman !! ACRU !! SWAT !! MIKE-SHE | ||
|- | |- | ||
| − | | | + | |'''Current curator / developer''' |
| + | |Bailey & Pitman Water Resources Ltd | ||
| + | |Rhodes University, Institute of Water Resources | ||
| + | |University of KwaZulu Natal, Centre for Water Resources Research | ||
| + | |Texas A&M University & US Department of Agriculture | ||
| + | |Danish Hydrologic Institute (DHI) | ||
|- | |- | ||
| − | | | + | |'''Free to access''' |
| + | |yes | ||
| + | |yes | ||
| + | |yes | ||
| + | |yes | ||
| + | |no | ||
|- | |- | ||
| − | | | + | |'''Version reviewed''' |
| + | |WRSM-Pitman version 2.9 | ||
| + | |SPATSIM GWv3 Global Options Threaded model | ||
| + | |ACRU 4 | ||
| + | |SWAT & ArcSWAT 2012 | ||
| + | |MIKE-SHE & MIKE Hydro River, version 2017 | ||
|- | |- | ||
| − | | || | + | |'''Reference documents''' |
| + | |Theory manual: (Bailey, 2015); | ||
| + | User manual: (Bailey and Pitman, 2016) | ||
| + | |Theory papers: (Hughes, 2004, 2013; Kapangaziwiri, 2007); | ||
| + | User manual: (Hughes, 2019) | ||
| + | |Theory manual: (Schulze, 1995); | ||
| + | User manuals: (Clark et al., 2012; Schulze and Davis, 2018) | ||
| + | |Theory manual: (Neitsch et al., 2011); | ||
| + | User manuals: (Arnold et al., 2012) | ||
| + | |Theory manuals:(DHI, 2017a, 2017b); | ||
| + | User’s manuals:(DHI, 2017d, 2017c) | ||
|- | |- | ||
| − | | | + | | '''Developed in South Africa''' || yes || yes || yes || no || no |
|- | |- | ||
| − | | Intended | + | | '''Intended spatial scale''' |
| + | '''(catchment or model area)''' | ||
| + | | Local to regional: | ||
| + | no suggested min-max model size | ||
| + | | Local to regional: | ||
| + | 10-10,000’s of km<sup>2</sup>, more typical: | ||
| + | |||
| + | 100-1,000’s km<sup>2</sup> | ||
| + | | Field to regional: | ||
| + | no suggested min-max model size | ||
| + | | Field to regional: | ||
| + | no suggested min-max model size | ||
| + | | Field to regional: | ||
| + | no suggested min-max model size | ||
|- | |- | ||
| − | | | + | | rowspan="2" | '''Spatial discretisation''' || Modules (runoff modules (subcat), special sub-areas, channels, reservoirs) linked by routes || Subcatchments + limited internal sub-area types || HRUs within subcatchments || HRUs within subcatchments || Fully distributed (gridded) |
| + | OR | ||
| + | |||
| + | combinations of grids and zones for different process calculations within subcatchments | ||
| + | |||
| + | (if all process zones align, would act like HRUs) | ||
|- | |- | ||
| − | | | + | | ''Intended subcat size < 1,000 km2'' || || ''Intended subcat size 5-50 km2;'' |
| + | ''HRU size < 30km2'' | ||
| + | | || | ||
|- | |- | ||
| − | | | + | | '''Timestep''' || Monthly* || Monthly* || Daily || Daily, sub-daily || Daily, sub-daily (dynamic timestep length, specified by processes) |
|- | |- | ||
| − | | | + | | colspan="6" | '''Intended modelling applications (as documented):''' |
|- | |- | ||
| − | | | + | | ''Water balance estimation'' || yes || yes || yes || yes || yes |
|- | |- | ||
| − | | | + | | ''Design hydrology (flood peaks)'' || || || yes || yes || yes |
|- | |- | ||
| − | | | + | | ''Supply planning (general)'' || yes || yes || yes || yes || yes |
|- | |- | ||
| − | | | + | | ''Reservoir yield'' || yes || yes || yes || yes || yes |
|- | |- | ||
| − | | | + | | ''Irrigation planning'' || yes || || yes || yes || yes |
|- | |- | ||
| − | | | + | | ''Groundwater recharge'' || yes || yes || yes || yes || yes |
|- | |- | ||
| − | | Specific development focuses particular to tool || Flexible network for tracking managed system transfers, GW-SW interaction, IAP & plantation forestry water use | | + | | ''Groundwater-surface water (GW-SW) interactions & pumping impacts'' || yes || yes || || || yes |
| + | |- | ||
| + | | ''Land cover change impacts'' || yes || yes || yes || yes || yes | ||
| + | |- | ||
| + | | ''Climate change impacts'' || yes || yes || yes || yes || yes | ||
| + | |- | ||
| + | | '''Application limitations (as documented)''' || Not for peak flow, flood assessment, or design hydrology || Not for peak flow, flood assessment, design hydrology || Not represent deep GW processes - not for GW pumping impact || Not represent deep GW processes || ''(None listed in documentation for system as whole, only for certain process options within it. The many options do steepen the learning curve for use.)'' | ||
| + | |- | ||
| + | | '''Specific development focuses particular to tool''' || | ||
| + | * Flexible network for tracking managed system transfers, | ||
| + | |||
| + | * GW-SW interaction, | ||
| + | * IAP & plantation forestry water use | ||
| + | | | ||
| + | * Parsimony, | ||
| + | * Uncertainty assessment, | ||
| + | * GW-SW interactions | ||
| + | | | ||
| + | * Land cover type representation, | ||
| + | * Crop & irrigation detail, | ||
| + | * IAP & plantation forestry water use | ||
| + | | | ||
| + | * Land cover type representation, | ||
| + | * Crop & irrigation detail, | ||
| + | * Coupling to GIS tools | ||
| + | | | ||
| + | * Spatial discretisation & fine scale processes, | ||
| + | * GW-SW interaction, | ||
| + | * Coupled hydraulic channel model with overbank flood process representation | ||
|} | |} | ||
Revision as of 13:43, 27 April 2021
| Characteristic | WRSM-Pitman | SPATSIM Pitman | ACRU | SWAT | MIKE-SHE |
|---|---|---|---|---|---|
| Current curator / developer | Bailey & Pitman Water Resources Ltd | Rhodes University, Institute of Water Resources | University of KwaZulu Natal, Centre for Water Resources Research | Texas A&M University & US Department of Agriculture | Danish Hydrologic Institute (DHI) |
| Free to access | yes | yes | yes | yes | no |
| Version reviewed | WRSM-Pitman version 2.9 | SPATSIM GWv3 Global Options Threaded model | ACRU 4 | SWAT & ArcSWAT 2012 | MIKE-SHE & MIKE Hydro River, version 2017 |
| Reference documents | Theory manual: (Bailey, 2015);
User manual: (Bailey and Pitman, 2016) |
Theory papers: (Hughes, 2004, 2013; Kapangaziwiri, 2007);
User manual: (Hughes, 2019) |
Theory manual: (Schulze, 1995);
User manuals: (Clark et al., 2012; Schulze and Davis, 2018) |
Theory manual: (Neitsch et al., 2011);
User manuals: (Arnold et al., 2012) |
Theory manuals:(DHI, 2017a, 2017b);
User’s manuals:(DHI, 2017d, 2017c) |
| Developed in South Africa | yes | yes | yes | no | no |
| Intended spatial scale
(catchment or model area) |
Local to regional:
no suggested min-max model size |
Local to regional:
10-10,000’s of km2, more typical: 100-1,000’s km2 |
Field to regional:
no suggested min-max model size |
Field to regional:
no suggested min-max model size |
Field to regional:
no suggested min-max model size |
| Spatial discretisation | Modules (runoff modules (subcat), special sub-areas, channels, reservoirs) linked by routes | Subcatchments + limited internal sub-area types | HRUs within subcatchments | HRUs within subcatchments | Fully distributed (gridded)
OR combinations of grids and zones for different process calculations within subcatchments (if all process zones align, would act like HRUs) |
| Intended subcat size < 1,000 km2 | Intended subcat size 5-50 km2;
HRU size < 30km2 |
||||
| Timestep | Monthly* | Monthly* | Daily | Daily, sub-daily | Daily, sub-daily (dynamic timestep length, specified by processes) |
| Intended modelling applications (as documented): | |||||
| Water balance estimation | yes | yes | yes | yes | yes |
| Design hydrology (flood peaks) | yes | yes | yes | ||
| Supply planning (general) | yes | yes | yes | yes | yes |
| Reservoir yield | yes | yes | yes | yes | yes |
| Irrigation planning | yes | yes | yes | yes | |
| Groundwater recharge | yes | yes | yes | yes | yes |
| Groundwater-surface water (GW-SW) interactions & pumping impacts | yes | yes | yes | ||
| Land cover change impacts | yes | yes | yes | yes | yes |
| Climate change impacts | yes | yes | yes | yes | yes |
| Application limitations (as documented) | Not for peak flow, flood assessment, or design hydrology | Not for peak flow, flood assessment, design hydrology | Not represent deep GW processes - not for GW pumping impact | Not represent deep GW processes | (None listed in documentation for system as whole, only for certain process options within it. The many options do steepen the learning curve for use.) |
| Specific development focuses particular to tool |
|
|
|
|
|