Difference between revisions of "Modelling tool capability overview"

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{| class="wikitable"
 
{| class="wikitable"
 
|+
 
|+
! colspan="4" |'''components of the catchment and concept of a subcatchment'''
+
| colspan="4" |'''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''
 
|-
 
|-
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|land areas (modules) draining into a river network,
 
|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="2" |flow paths defined by the topography and material of individual land units/cells
 
| colspan="2" |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
 +
  
  
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| colspan="4" |'''reservoir representation and connectivity'''
 
| colspan="4" |'''reservoir representation and connectivity'''
  
''affects the setup demand &''  
+
''affects the setup demand &'' ''accessibility of water storage for irrigation and inflows into the storage''
''accessibility of water storage for irrigation and inflows into the storage and''  
 
 
|-
 
|-
 
| colspan="2" |Can include farm dams within a subcatchment
 
| colspan="2" |Can include farm dams within a subcatchment
  
  
farm dams can be used as 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)''
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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 cannot be used as a water supply for irrigation, ponds can act as flood control structures with outflow rules
ponds can act as flood control structures with outflow rules
 
 
|Does not include farm dams within a subcatchment
 
|Does not include farm dams within a subcatchment
  
  
each small dam needs to be input separately
+
each small dam needs to be input separately ''(intensive task)''
''(intensive task)''
 
 
|-
 
|-
 
| colspan="2" |ACRU
 
| colspan="2" |ACRU

Revision as of 03:35, 26 May 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 the major tools developed in South Africa, ACRU and the Pitman model-based tools (WRSM-Pitman and SPATSIM-Pitman), as well as two tools that were developed in the northern hemisphere, but have been used globally, SWAT and MIKE-SHE. Locally developed modelling tools can have certain advantages from being designed with the South African context in mind, both in terms of data availability and local climate characteristics, ecosystems, soils and geologic types, as well as land and water management practices. 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.

The two tables below summarise basic information about the tools in this set: the first gives intended uses and broad structural characteristics and the second gives an overview of modelling capabilities across the tools that are likely to be in demand for many typical use-cases.

Background & basic characteristics of reviewed modelling tools
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
  • 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


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.

Modelling tool capabilities overview
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


lumped land units

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
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