Difference between revisions of "Modelling tool capability overview"
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− | A set of commonly used modelling tools in South Africa was reviewed for the [[Model inter-comparison study (2020-21)|WRC “Critical catchment model inter-comparison and model use guidance development” project]]. This set included | + | A set of commonly used modelling tools in South Africa was reviewed for the [[Model inter-comparison study (2020-21)|WRC “Critical catchment model inter-comparison and model use guidance development” project]]. This set included major tools developed in South Africa: ACRU and the Pitman model-based tools, WRSM-Pitman and SPATSIM-Pitman. It also included two tools that were developed in the northern hemisphere, but have been used in South Africa and globally: SWAT and MIKE-SHE. Locally developed tools can have certain advantages from being designed with the South African context in mind, both in terms of local data availability and in terms of local climate characteristics, ecosystems, soils, geologic types, and land and water management practices (e.g. landscapes with many small farm dams). SWAT and MIKE-SHE have resourced development teams behind them that continually update the tools and adapt them to make use of developing globally available data sources, such as remotely sensed data, and generally improved access to greater computing power. This suite of tools covers a diversity of model structure and algorithm type options, but users should be aware there are many many tools available (see more examples) |
+ | |||
+ | The tables below summarise basic information about the tools in this set: | ||
+ | |||
+ | *tool background & versions covered here | ||
+ | * intended uses of the tool & development focuses | ||
+ | *broad model structural characteristics across tools | ||
+ | *overview of modelling capabilities across tools | ||
+ | |||
+ | |||
+ | These tables provide an overview. More detailed information about the structural options and capabilities of the tools is given across the other inter-comparison pages. | ||
− | |||
{| class="wikitable" | {| class="wikitable" | ||
− | |+<span id = "Table 1 Anchor"> <big>Background & basic characteristics of reviewed modelling tools</big></span> | + | |+<span id="Table 1 Anchor"> <big>Background & basic characteristics of reviewed modelling tools</big></span> |
− | ! Characteristic !! style= | + | !Characteristic!! style="background: #F2CEE0" |WRSM-Pitman!! style="background: #F2D4CE" |SPATSIM-Pitman!! style="background: #CEF2CE" |ACRU!! style="background: #F2F2CE" |SWAT!! style="background: #CEE6F2" |MIKE-SHE |
|- | |- | ||
|'''Developed in South Africa''' | |'''Developed in South Africa''' | ||
− | |style= | + | | style="background: #FFF5FA" |yes |
− | |style= | + | | style="background: #FFF7F5" |yes |
− | |style= | + | | style="background: #F5FFF5" |yes |
− | |style= | + | | style="background: #FFFFF5" |no |
− | |style= | + | | style="background: #F5FCFF" |no |
|- | |- | ||
|'''Current curator / developer''' | |'''Current curator / developer''' | ||
− | |style= | + | | style="background: #FFF5FA" |Bailey & Pitman Water Resources Ltd |
− | |style= | + | | style="background: #FFF7F5" |Rhodes University, Institute of Water Resources (IWR) |
− | |style= | + | | style="background: #F5FFF5" |University of KwaZulu Natal, |
Centre for Water Resources Research (UKZN-CWRR) | Centre for Water Resources Research (UKZN-CWRR) | ||
− | |style= | + | | style="background: #FFFFF5" |Texas A&M University & |
US Department of Agriculture (USDA) | US Department of Agriculture (USDA) | ||
− | |style= | + | | style="background: #F5FCFF" |Danish Hydrologic Institute (DHI) |
|- | |- | ||
|'''Free access''' | |'''Free access''' | ||
− | |style= | + | | style="background: #FFF5FA" |yes |
− | |style= | + | | style="background: #FFF7F5" |yes |
− | |style= | + | | style="background: #F5FFF5" |yes |
− | |style= | + | | style="background: #FFFFF5" |yes |
− | |style= | + | | style="background: #F5FCFF" |no |
|- | |- | ||
|'''Version reviewed''' | |'''Version reviewed''' | ||
− | |style= | + | | style="background: #FFF5FA" |WRSM-Pitman version 2.9 |
− | |style= | + | | style="background: #FFF7F5" |SPATSIM GWv3 Global Options Threaded model |
− | |style= | + | | style="background: #F5FFF5" |ACRU 4 |
− | |style= | + | | style="background: #FFFFF5" |SWAT & ArcSWAT 2012 |
− | |style= | + | | style="background: #F5FCFF" |MIKE-SHE & MIKE Hydro River, version 2017 |
|- | |- | ||
|'''Reference documents''' | |'''Reference documents''' | ||
− | |style= | + | | style="background: #FFF5FA" |Theory manual: (Bailey, 2015); |
User manual: (Bailey and Pitman, 2016) | User manual: (Bailey and Pitman, 2016) | ||
− | |style= | + | | style="background: #FFF7F5" | Theory papers: (Hughes, 2004, 2013; Kapangaziwiri, 2007); |
User manual: (Hughes, 2019) | User manual: (Hughes, 2019) | ||
− | |style= | + | | style="background: #F5FFF5" |Theory manual: (Schulze, 1995); |
User manuals: (Clark et al., 2012; Schulze and Davis, 2018) | User manuals: (Clark et al., 2012; Schulze and Davis, 2018) | ||
− | |style= | + | | style="background: #FFFFF5" |Theory manual: (Neitsch et al., 2011); |
User manuals: (Arnold et al., 2012) | User manuals: (Arnold et al., 2012) | ||
− | |style= | + | | style="background: #F5FCFF" |Theory manuals:(DHI, 2017a, 2017b); |
User’s manuals:(DHI, 2017d, 2017c) | User’s manuals:(DHI, 2017d, 2017c) | ||
|- | |- | ||
|'''Intended spatial scale''' | |'''Intended spatial scale''' | ||
'''(catchment or model area)''' | '''(catchment or model area)''' | ||
− | |style= | + | | style="background: #FFF5FA" |Local to regional: |
no suggested min-max model size | no suggested min-max model size | ||
− | |style= | + | | style="background: #FFF7F5" |Local to regional: |
10-10,000’s of km<sup>2</sup>, more typical: | 10-10,000’s of km<sup>2</sup>, more typical: | ||
100-1,000’s km<sup>2</sup> | 100-1,000’s km<sup>2</sup> | ||
− | |style= | + | | style="background: #F5FFF5" |Field to regional: |
no suggested min-max model size | no suggested min-max model size | ||
− | |style= | + | | style="background: #FFFFF5" |Field to regional: |
no suggested min-max model size | no suggested min-max model size | ||
− | |style= | + | | style="background: #F5FCFF" | Field to regional: |
no suggested min-max model size | no suggested min-max model size | ||
|- | |- | ||
− | | rowspan="2" |'''Spatial discretisation'''||style= | + | | rowspan="2" |'''Spatial discretisation'''|| style="background: #FFF5FA" |Modules ('runoff' modules/subcatchments, |
special sub-areas, channels, reservoirs) linked by routes | special sub-areas, channels, reservoirs) linked by routes | ||
− | |style= | + | | style="background: #FFF7F5" |Subcatchments + limited internal sub-area types|| style="background: #F5FFF5" |HRUs within subcatchments|| style="background: #FFFFF5" |HRUs within subcatchments|| style="background: #F5FCFF" |Fully distributed (gridded) |
OR | OR | ||
Line 74: | Line 83: | ||
(if all process zones align, would act like HRUs) | (if all process zones align, would act like HRUs) | ||
|- | |- | ||
− | |style= | + | | style="background: #FFF5FA" |''Intended subcat size < 1,000 km2''|| style="background: #FFF7F5" | || style="background: #F5FFF5" |''Intended subcat size 5-50 km2;'' |
''HRU size < 30km2'' | ''HRU size < 30km2'' | ||
− | |style= | + | | style="background: #FFFFF5" | || style="background: #F5FCFF" | |
|- | |- | ||
− | |'''Timestep'''||style= | + | |'''Timestep'''|| style="background: #FFF5FA" |Monthly*|| style="background: #FFF7F5" |Monthly*|| style="background: #F5FFF5" |Daily|| style="background: #FFFFF5" | Daily, sub-daily|| style="background: #F5FCFF" |Daily, sub-daily |
(dynamic timestep length, | (dynamic timestep length, | ||
Line 85: | Line 94: | ||
| colspan="6" |'''Intended modelling applications (as documented):''' | | colspan="6" |'''Intended modelling applications (as documented):''' | ||
|- | |- | ||
− | |''Water balance estimation''|| yes || yes || yes || yes || yes | + | |''Water balance estimation''||yes ||yes ||yes||yes||yes |
|- | |- | ||
− | |''Design hydrology (flood peaks)''|| | + | |''Design hydrology (flood peaks)''|| || ||yes ||yes ||yes |
|- | |- | ||
− | |''Supply planning (general)''|| yes || yes || yes || yes || yes | + | |''Supply planning (general)''||yes||yes|| yes||yes||yes |
|- | |- | ||
− | |''Reservoir yield''|| yes || yes || yes || yes || yes | + | |''Reservoir yield''|| yes||yes||yes|| yes|| yes |
|- | |- | ||
− | |''Irrigation planning''|| yes || | + | |''Irrigation planning''||yes|| ||yes||yes||yes |
|- | |- | ||
− | |''Groundwater recharge''|| yes || yes || yes || yes || yes | + | |''Groundwater recharge''||yes ||yes ||yes||yes||yes |
|- | |- | ||
− | |''Groundwater-surface water (GW-SW) interactions & pumping impacts''|| yes || yes || | + | |''Groundwater-surface water (GW-SW) interactions & pumping impacts''|| yes|| yes|| || ||yes |
|- | |- | ||
− | |''Land cover change impacts''|| yes || yes || yes || yes || yes | + | |''Land cover change impacts''||yes||yes||yes||yes||yes |
|- | |- | ||
− | |''Climate 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 for the modelling system'' | + | |'''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 for the modelling system'' |
''as whole, only for certain process'' | ''as whole, only for certain process'' | ||
''representation options.)'' | ''representation options.)'' | ||
|- | |- | ||
− | |'''Specific development focuses particular to tool'''|| | + | |'''Specific development focuses particular to tool'''|| |
− | * Flexible network for tracking managed system transfers, | + | *Flexible network for tracking managed system transfers, |
− | * GW-SW interaction, | + | *GW-SW interaction, |
− | * IAP & plantation forestry water use | + | *IAP & plantation forestry water use |
− | | | + | | |
− | * Parsimony, | + | *Parsimony, |
− | * Uncertainty assessment, | + | *Uncertainty assessment, |
− | * GW-SW interactions | + | *GW-SW interactions |
− | | | + | | |
− | * Land cover type representation, | + | *Land cover type representation, |
+ | *Crop & irrigation detail, | ||
+ | *IAP & plantation forestry water use | ||
+ | | | ||
+ | *Land cover type representation, | ||
* Crop & irrigation detail, | * Crop & irrigation detail, | ||
− | + | *Coupling to GIS tools | |
− | + | | | |
− | + | *Spatial discretisation & fine scale processes, | |
− | + | *GW-SW interaction, | |
− | * Coupling to GIS tools | + | *Coupled hydraulic channel model with overbank flood process representation |
− | | | ||
− | * Spatial discretisation & fine scale processes, | ||
− | * GW-SW interaction, | ||
− | * Coupled hydraulic channel model with overbank flood process representation | ||
|} | |} | ||
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{| class="wikitable" | {| class="wikitable" | ||
|+<span id="Table 2 Anchor"> <big>Modelling tool capabilities overview</big> </span> | |+<span id="Table 2 Anchor"> <big>Modelling tool capabilities overview</big> </span> | ||
− | ! Capability !! WRSM-Pitman !! SPATSIM-Pitman !! ACRU !! SWAT !! MIKE-SHE | + | !Capability!!WRSM-Pitman!! SPATSIM-Pitman!!ACRU !!SWAT!!MIKE-SHE |
|- | |- | ||
| colspan="6" |'''Climate (rain & ET demand)''' | | colspan="6" |'''Climate (rain & ET demand)''' | ||
|- | |- | ||
− | | Spatially variable across model domain ||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' | + | |Spatially variable across model domain||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
− | | Spatially variable within subcatchment || (limited) || no ||'''yes'''|| no ||'''yes''' | + | | Spatially variable within subcatchment||(limited)||no||'''yes'''||no||'''yes''' |
|- | |- | ||
− | | Inter-annual variability in ET demand || no ||'''yes'''||'''yes'''||'''yes'''||'''yes''' | + | |Inter-annual variability in ET demand||no||'''yes'''||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
| colspan="6" |'''Land cover & change''' | | colspan="6" |'''Land cover & change''' | ||
|- | |- | ||
− | | Processes explicitly linked to land cover || (limited) || (limited) ||'''yes'''||'''yes'''||'''yes''' | + | | Processes explicitly linked to land cover|| (limited)||(limited) ||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
− | | Multiple land cover types included || (limited) || (limited) ||'''yes'''||'''yes'''||'''yes''' | + | |Multiple land cover types included||(limited) ||(limited) ||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
− | | Cover has explicit location in subcatchment || (limited) || no || (limited) || (limited) ||'''yes''' | + | |Cover has explicit location in subcatchment||(limited)||no || (limited)||(limited)||'''yes''' |
|- | |- | ||
− | | Cover can vary over model run timespan ||'''yes'''|| no || (limited) || no || (limited) | + | |Cover can vary over model run timespan||'''yes'''||no||(limited)|| no||(limited) |
|- | |- | ||
− | | Irrigation + dynamic demand & supply ||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' | + | |Irrigation + dynamic demand & supply||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
− | | Potential direct ET from GW (deep root) ||'''yes'''||'''yes'''|| (limited) || (limited) ||'''yes''' | + | |Potential direct ET from GW (deep root)||'''yes'''||'''yes'''||(limited) ||(limited)||'''yes''' |
|- | |- | ||
| colspan="6" |'''Peak flows & flooding''' | | colspan="6" |'''Peak flows & flooding''' | ||
|- | |- | ||
− | | Max daily or subdaily peak flow est. || no || no ||'''yes'''||'''yes'''||'''yes''' | + | |Max daily or subdaily peak flow est.||no||no||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
− | | Explicit impacts of channel capacity on flow || (limited) || (limited) || (limited) || (limited) ||'''yes''' | + | |Explicit impacts of channel capacity on flow||(limited) ||(limited)||(limited)||(limited)||'''yes''' |
|- | |- | ||
− | | Calculation of flooded area extent || (limited) || no || (limited) || (limited) ||'''yes''' | + | |Calculation of flooded area extent ||(limited)||no||(limited)||(limited)||'''yes''' |
|- | |- | ||
− | | Flood water subject to infiltration, ET, etc || (limited) || no ||'''yes'''|| no ||'''yes''' | + | |Flood water subject to infiltration, ET, etc||(limited)||no||'''yes'''||no||'''yes''' |
|- | |- | ||
| colspan="6" |'''Reservoirs, dams & channel flow modification''' | | colspan="6" |'''Reservoirs, dams & channel flow modification''' | ||
|- | |- | ||
− | | Reservoirs explicitly modelled ||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' | + | |Reservoirs explicitly modelled||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
− | | Facility to represent many small dams || no ||'''yes'''||'''yes'''|| (limited) || no | + | |Facility to represent many small dams||no||'''yes'''||'''yes'''|| (limited)||no |
|- | |- | ||
| Abstractions & external inputs ||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' | | Abstractions & external inputs ||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' | ||
|- | |- | ||
− | | Internal transfers between model units ||'''yes'''|| no ||'''yes'''||'''yes'''|| (limited) | + | |Internal transfers between model units||'''yes'''|| no ||'''yes'''||'''yes'''||(limited) |
|- | |- | ||
| colspan="6" |'''GW representation & GW-SW interactions''' | | colspan="6" |'''GW representation & GW-SW interactions''' | ||
|- | |- | ||
− | | Dynamic, 2-way, GW-SW exchange ||'''yes'''||'''yes'''|| no ||'''yes'''||'''yes''' | + | |Dynamic, 2-way, GW-SW exchange||'''yes'''||'''yes'''||no||'''yes'''||'''yes''' |
|- | |- | ||
− | | GW table elevation predicted || (limited) || (limited) || no || (limited) ||'''yes''' | + | |GW table elevation predicted||(limited)||(limited)||no||(limited) ||'''yes''' |
|- | |- | ||
− | | GW pumping included ||'''yes'''||'''yes'''|| no ||'''yes'''||'''yes''' | + | |GW pumping included||'''yes'''||'''yes'''||no||'''yes'''||'''yes''' |
|- | |- | ||
| colspan="6" |'''Wetlands & riparian zones''' | | colspan="6" |'''Wetlands & riparian zones''' | ||
|- | |- | ||
− | | Wetland processes included ||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' | + | |Wetland processes included||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
− | | On-channel wetlands ||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' | + | |On-channel wetlands||'''yes'''||'''yes'''||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
− | | Off-channel wetlands (fed by channel spill) ||'''yes'''||'''yes'''||'''yes'''|| no ||'''yes''' | + | | Off-channel wetlands (fed by channel spill)||'''yes'''||'''yes'''||'''yes'''||no||'''yes''' |
|- | |- | ||
− | | GW fed (receive GW from surrounding) || (limited) || (limited) || (limited) || (limited) ||'''yes''' | + | |GW fed (receive GW from surrounding)||(limited)||(limited) || (limited)||(limited)||'''yes''' |
|- | |- | ||
| colspan="6" |'''Other catchment & vegetation processes''' | | colspan="6" |'''Other catchment & vegetation processes''' | ||
|- | |- | ||
− | | Sediment movement || no || no ||'''yes'''||'''yes'''||'''yes''' | + | |Sediment movement ||no||no||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
− | | Water quality || no || no ||'''yes'''||'''yes'''||'''yes''' | + | |Water quality|| no || no||'''yes'''||'''yes'''||'''yes''' |
|- | |- | ||
− | | Crop yield || no || no ||'''yes'''||'''yes'''|| no | + | |Crop yield||no||no||'''yes'''||'''yes'''||no |
|- | |- | ||
| colspan="6" |'''Uncertainty & parameter calibration''' | | colspan="6" |'''Uncertainty & parameter calibration''' | ||
|- | |- | ||
− | | In-built tools for uncertainty, parameter sensitivity, & auto-calibration (batch runs) || no ||'''yes'''|| no || no ||'''yes''' | + | |In-built tools for uncertainty, parameter sensitivity, & auto-calibration (batch runs)||no||'''yes'''||no || no||'''yes''' |
|} | |} | ||
{| class="wikitable" | {| class="wikitable" | ||
|+ | |+ | ||
Differences in structural options of the reviewed modelling tools | Differences in structural options of the reviewed modelling tools | ||
− | | colspan="3" style="text-align:center" width="450"|'''components of the catchment and concept of a subcatchment''' | + | | colspan="3" style="text-align:center" width="450" |'''components of the catchment and concept of a subcatchment''' |
''affects how the river is defined and the location of the outlet'' | ''affects how the river is defined and the location of the outlet'' | ||
|- | |- | ||
− | |colspan="1" width="150"|semi-distributed subcatchments, each with an outlet | + | | colspan="1" width="150" |semi-distributed subcatchments, each with an outlet |
streamflow is directed to a particular channel unit (or catchment outlet) | streamflow is directed to a particular channel unit (or catchment outlet) | ||
semi-distributed land units | semi-distributed land units | ||
− | |colspan="1" width="150"|land areas (modules) draining into a river network, | + | | colspan="1" width="150" |land areas (modules) draining into a river network, |
streamflow estimates available at each module outlet | streamflow estimates available at each module outlet | ||
lumped land units | lumped land units | ||
− | | colspan="1" width="150"|flow paths defined by the topography and material of individual land units/cells | + | | colspan="1" width="150" |flow paths defined by the topography and material of individual land units/cells |
streamflow estimated at each cell and between cells and vertical units | streamflow estimated at each cell and between cells and vertical units | ||
distributed land units | distributed land units | ||
|- | |- | ||
− | |colspan="1" width="150"|SPATSIM-Pitman | + | | colspan="1" width="150" |SPATSIM-Pitman |
ACRU | ACRU | ||
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SWAT | SWAT | ||
|WRSM-Pitman | |WRSM-Pitman | ||
− | | colspan="1" width="150"|MIKE-SHE | + | | colspan="1" width="150" |MIKE-SHE |
|- | |- | ||
− | | colspan="3" style="text-align:center" width="450"|'''scale of representation''' | + | | colspan="3" style="text-align:center" width="450" |'''scale of representation''' |
''affects how the process is calculated and the meaning of parameter values'' | ''affects how the process is calculated and the meaning of parameter values'' | ||
|- | |- | ||
|subcatchment | |subcatchment | ||
|HRU | |HRU | ||
− | | colspan="1" width="150"|grid cell | + | | colspan="1" width="150" |grid cell |
|- | |- | ||
− | |colspan="1" width="150"|ACRU | + | | colspan="1" width="150" | ACRU |
SPATSIM-Pitman | SPATSIM-Pitman | ||
WRSM-Pitman | WRSM-Pitman | ||
− | |colspan="1" width="150"|SWAT | + | | colspan="1" width="150" |SWAT |
ACRU | ACRU | ||
MIKE-SHE | MIKE-SHE | ||
− | | colspan="1" width="150"| MIKE-SHE | + | | colspan="1" width="150" | MIKE-SHE |
|- | |- | ||
− | | colspan="3" style="text-align:center" width="450"|'''land cover type discretisation and representation''' | + | | colspan="3" style="text-align:center" width="450" |'''land cover type discretisation and representation''' |
''affects whether the land cover is explicitly represented and the ability to pinpoint/track specific impacts of a land cover type on the water balance'' | ''affects whether the land cover is explicitly represented and the ability to pinpoint/track specific impacts of a land cover type on the water balance'' | ||
|- | |- | ||
| colspan="2" width="225" |no restrictions | | colspan="2" width="225" |no restrictions | ||
explicitly represents multiple land uses | explicitly represents multiple land uses | ||
− | | width="225"|considerable restrictions | + | | width="225" |considerable restrictions |
does not fully represent multiple land uses | does not fully represent multiple land uses | ||
|- | |- | ||
− | | colspan="2" width="225"|ACRU | + | | colspan="2" width="225" |ACRU |
MIKE-SHE | MIKE-SHE | ||
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| width="225" |SPATSIM-Pitman | | width="225" |SPATSIM-Pitman | ||
|- | |- | ||
− | | colspan="3" style="text-align:center" width="450"|'''connections between landscape units''' | + | | colspan="3" style="text-align:center" width="450" |'''connections between landscape units''' |
''affects the flow of water between land units before reaching the outlet'' | ''affects the flow of water between land units before reaching the outlet'' | ||
|- | |- | ||
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MIKE SHE | MIKE SHE | ||
|- | |- | ||
− | | colspan="3" style="text-align:center"|'''aquifer representation and connectivity''' | + | | colspan="3" style="text-align:center" |'''aquifer representation and connectivity''' |
''determines the spatial scale of groundwater flows'' | ''determines the spatial scale of groundwater flows'' | ||
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| colspan="1" |SWAT | | colspan="1" |SWAT | ||
|- | |- | ||
− | | colspan="3" style="text-align:center" width="450"| |'''channel representation and connectivity''' | + | | colspan="3" style="text-align:center" width="450" |<nowiki>|</nowiki>'''channel representation and connectivity''' |
''affects the interactions with the channel network'' | ''affects the interactions with the channel network'' | ||
|- | |- | ||
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(trade-off: increases model complexity, computational demands, and run-times) | (trade-off: increases model complexity, computational demands, and run-times) | ||
|- | |- | ||
− | | colspan="2" |ACRU | + | | colspan="2" | ACRU |
SWAT | SWAT | ||
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| colspan="1" |SWAT | | colspan="1" |SWAT | ||
|- | |- | ||
− | | colspan="3" style="text-align:center"|'''reservoir representation and connectivity''' | + | | colspan="3" style="text-align:center" |'''reservoir representation and connectivity''' |
''affects the setup demand &'' ''accessibility of water storage for irrigation and inflows into the storage'' | ''affects the setup demand &'' ''accessibility of water storage for irrigation and inflows into the storage'' | ||
|- | |- | ||
− | | colspan="1" |Can include farm dams within a subcatchment | + | | colspan="1" | Can include farm dams within a subcatchment |
farm dams can be used as a water supply for irrigation | farm dams can be used as a water supply for irrigation | ||
''(practical and useful feature in some landscapes)'' | ''(practical and useful feature in some landscapes)'' | ||
− | |colspan="1" |Implied reservoir within the catchment | + | | colspan="1" |Implied reservoir within the catchment |
an internal water storage unit (ponds) are used to imply reservoirs, | an internal water storage unit (ponds) are used to imply reservoirs, | ||
ponds cannot be used as a water supply for irrigation, ponds can act as flood control structures with outflow rules | ponds cannot be used as a water supply for irrigation, ponds can act as flood control structures with outflow rules | ||
− | |colspan="1" |Does not include farm dams within a subcatchment | + | | colspan="1" |Does not include farm dams within a subcatchment |
each small dam needs to be input separately | each small dam needs to be input separately | ||
Line 363: | Line 372: | ||
SPATSIM-Pitman | SPATSIM-Pitman | ||
WRSM-Pitman | WRSM-Pitman | ||
− | |colspan="1" |SWAT | + | | colspan="1" |SWAT |
− | |colspan="1" |MIKE SHE | + | | colspan="1" |MIKE SHE |
|} | |} |
Revision as of 12:08, 4 June 2021
A set of commonly used modelling tools in South Africa was reviewed for the WRC “Critical catchment model inter-comparison and model use guidance development” project. This set included major tools developed in South Africa: ACRU and the Pitman model-based tools, WRSM-Pitman and SPATSIM-Pitman. It also included two tools that were developed in the northern hemisphere, but have been used in South Africa and globally: SWAT and MIKE-SHE. Locally developed tools can have certain advantages from being designed with the South African context in mind, both in terms of local data availability and in terms of local climate characteristics, ecosystems, soils, geologic types, and land and water management practices (e.g. landscapes with many small farm dams). SWAT and MIKE-SHE have resourced development teams behind them that continually update the tools and adapt them to make use of developing globally available data sources, such as remotely sensed data, and generally improved access to greater computing power. This suite of tools covers a diversity of model structure and algorithm type options, but users should be aware there are many many tools available (see more examples)
The tables below summarise basic information about the tools in this set:
- tool background & versions covered here
- intended uses of the tool & development focuses
- broad model structural characteristics across tools
- overview of modelling capabilities across tools
These tables provide an overview. More detailed information about the structural options and capabilities of the tools is given across the other inter-comparison pages.
Characteristic | WRSM-Pitman | SPATSIM-Pitman | ACRU | SWAT | MIKE-SHE |
---|---|---|---|---|---|
Developed in South Africa | yes | yes | yes | no | no |
Current curator / developer | Bailey & Pitman Water Resources Ltd | Rhodes University, Institute of Water Resources (IWR) | University of KwaZulu Natal,
Centre for Water Resources Research (UKZN-CWRR) |
Texas A&M University &
US Department of Agriculture (USDA) |
Danish Hydrologic Institute (DHI) |
Free 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) |
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/subcatchments,
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, can vary across 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 for the modelling system
as whole, only for certain process representation options.) |
Specific development focuses particular to tool |
|
|
|
|
|
The table below gives an overview of a range of capabilities of the modelling tools under review. This summary is supported by more detailed comparison of the structural and process algorithm differences between the modelling tools. Comparing the capabilities of a modelling tool to the needs of a modelling exercise is a critical step in tool selection. When a modelling tool lacks a capability that would be desirable, but not critical for the exercise, there may be ways to adapt the model set-up to account for this, such as adjusting parameter values for implicit representation of a feature or process the tool does not include explicitly.
Capability | WRSM-Pitman | SPATSIM-Pitman | ACRU | SWAT | MIKE-SHE |
---|---|---|---|---|---|
Climate (rain & ET demand) | |||||
Spatially variable across model domain | yes | yes | yes | yes | yes |
Spatially variable within subcatchment | (limited) | no | yes | no | yes |
Inter-annual variability in ET demand | no | yes | yes | yes | yes |
Land cover & change | |||||
Processes explicitly linked to land cover | (limited) | (limited) | yes | yes | yes |
Multiple land cover types included | (limited) | (limited) | yes | yes | yes |
Cover has explicit location in subcatchment | (limited) | no | (limited) | (limited) | yes |
Cover can vary over model run timespan | yes | no | (limited) | no | (limited) |
Irrigation + dynamic demand & supply | yes | yes | yes | yes | yes |
Potential direct ET from GW (deep root) | yes | yes | (limited) | (limited) | yes |
Peak flows & flooding | |||||
Max daily or subdaily peak flow est. | no | no | yes | yes | yes |
Explicit impacts of channel capacity on flow | (limited) | (limited) | (limited) | (limited) | yes |
Calculation of flooded area extent | (limited) | no | (limited) | (limited) | yes |
Flood water subject to infiltration, ET, etc | (limited) | no | yes | no | yes |
Reservoirs, dams & channel flow modification | |||||
Reservoirs explicitly modelled | yes | yes | yes | yes | yes |
Facility to represent many small dams | no | yes | yes | (limited) | no |
Abstractions & external inputs | yes | yes | yes | yes | yes |
Internal transfers between model units | yes | no | yes | yes | (limited) |
GW representation & GW-SW interactions | |||||
Dynamic, 2-way, GW-SW exchange | yes | yes | no | yes | yes |
GW table elevation predicted | (limited) | (limited) | no | (limited) | yes |
GW pumping included | yes | yes | no | yes | yes |
Wetlands & riparian zones | |||||
Wetland processes included | yes | yes | yes | yes | yes |
On-channel wetlands | yes | yes | yes | yes | yes |
Off-channel wetlands (fed by channel spill) | yes | yes | yes | no | yes |
GW fed (receive GW from surrounding) | (limited) | (limited) | (limited) | (limited) | yes |
Other catchment & vegetation processes | |||||
Sediment movement | no | no | yes | yes | yes |
Water quality | no | no | yes | yes | yes |
Crop yield | no | no | yes | yes | no |
Uncertainty & parameter calibration | |||||
In-built tools for uncertainty, parameter sensitivity, & auto-calibration (batch runs) | no | yes | no | no | yes |
components of the catchment and concept of a subcatchment
affects how the river is defined and the location of the outlet | ||
semi-distributed subcatchments, each with an outlet
streamflow is directed to a particular channel unit (or catchment outlet) semi-distributed land units |
land areas (modules) draining into a river network,
streamflow estimates available at each module outlet
|
flow paths defined by the topography and material of individual land units/cells
streamflow estimated at each cell and between cells and vertical units distributed land units |
SPATSIM-Pitman
ACRU SWAT |
WRSM-Pitman | MIKE-SHE |
scale of representation
affects how the process is calculated and the meaning of parameter values | ||
subcatchment | HRU | grid cell |
ACRU
SPATSIM-Pitman WRSM-Pitman |
SWAT
ACRU MIKE-SHE |
MIKE-SHE |
land cover type discretisation and representation
affects whether the land cover is explicitly represented and the ability to pinpoint/track specific impacts of a land cover type on the water balance | ||
no restrictions
explicitly represents multiple land uses |
considerable restrictions
does not fully represent multiple land uses | |
ACRU
MIKE-SHE SWAT WRSM-Pitman |
SPATSIM-Pitman | |
connections between landscape units
affects the flow of water between land units before reaching the outlet | ||
outflows routed to the catchment
(i.e. subcatchment units to catchment outlet) |
interaction of flow between subcatchments
(i.e. subcatchment to subcatchment interactions then routing to catchment outlet) | |
ACRU (unless a riparian zone is added)
SWAT |
SPATSIM-Pitman
WRSM-Pitman MIKE SHE | |
aquifer representation and connectivity
determines the spatial scale of groundwater flows | ||
subcatchment scale | HRU scale | 3D modelling mesh (user-defined grid cells) |
no regional aquifer water exchanges between subcatchments | no flow between subcatchments | all units can interact |
distributed MIKE-SHE
SWAT SPATSIM-Pitman WRSM-Pitman |
ACRU (with the exception of version 3) | distributed MIKE-SHE |
No channel transmission | Channel transmission
(contributes and redistributes water to the unsaturated zone, not the aquifer) | |
ACRU
MIKE-SHE SPATSIM-Pitman WRSM-Pitman |
SWAT | |
|channel representation and connectivity
affects the interactions with the channel network | ||
hydrodynamic model with limited hydraulic features
fewer options and opportunities for interactions with the channel network |
full hydraulic model
more options and opportunities for interactions with the channel network (trade-off: increases model complexity, computational demands, and run-times) | |
ACRU
SWAT SPATSIM-Pitman WRSM-Pitman |
SWAT | |
reservoir representation and connectivity
affects the setup demand & accessibility of water storage for irrigation and inflows into the storage | ||
Can include farm dams within a subcatchment
farm dams can be used as a water supply for irrigation (practical and useful feature in some landscapes) |
Implied reservoir within the catchment
an internal water storage unit (ponds) are used to imply reservoirs, ponds cannot be used as a water supply for irrigation, ponds can act as flood control structures with outflow rules |
Does not include farm dams within a subcatchment
each small dam needs to be input separately (intensive task) |
ACRU
SPATSIM-Pitman WRSM-Pitman |
SWAT | MIKE SHE |