Difference between revisions of "Applying tools in specific use cases"
(Created page with "Suggestions relevant to applying different tools to specific use cases - can make separate pages for each and link them to a list here if there is sufficient material - IAP &...") |
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- Groundwater pumping | - Groundwater pumping | ||
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+ | DEMO TABLE TEMPLATE TESTING | ||
+ | |||
+ | {| class="wikitable" | ||
+ | |+<span id = "Table 1 Anchor"> <big>Background & basic characteristics of reviewed modelling tools</big></span> | ||
+ | ! 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''' | ||
+ | |style='background: #FFF5FA' |yes | ||
+ | |style='background: #FFF7F5' |yes | ||
+ | |style='background: #F5FFF5' |yes | ||
+ | |style='background: #FFFFF5' |no | ||
+ | |style='background: #F5FCFF' |no | ||
+ | |- | ||
+ | |'''Current curator / developer''' | ||
+ | |style='background: #FFF5FA' |Bailey & Pitman Water Resources Ltd | ||
+ | |style='background: #FFF7F5' |Rhodes University, Institute of Water Resources (IWR) | ||
+ | |style='background: #F5FFF5' |University of KwaZulu Natal, | ||
+ | Centre for Water Resources Research (UKZN-CWRR) | ||
+ | |style='background: #FFFFF5' |Texas A&M University & | ||
+ | US Department of Agriculture (USDA) | ||
+ | |style='background: #F5FCFF' |Danish Hydrologic Institute (DHI) | ||
+ | |- | ||
+ | |'''Free access''' | ||
+ | |style='background: #FFF5FA' |yes | ||
+ | |style='background: #FFF7F5' |yes | ||
+ | |style='background: #F5FFF5' |yes | ||
+ | |style='background: #FFFFF5' |yes | ||
+ | |style='background: #F5FCFF' |no | ||
+ | |- | ||
+ | |'''Version reviewed''' | ||
+ | |style='background: #FFF5FA' |WRSM-Pitman version 2.9 | ||
+ | |style='background: #FFF7F5' |SPATSIM GWv3 Global Options Threaded model | ||
+ | |style='background: #F5FFF5' |ACRU 4 | ||
+ | |style='background: #FFFFF5' |SWAT & ArcSWAT 2012 | ||
+ | |style='background: #F5FCFF' |MIKE-SHE & MIKE Hydro River, version 2017 | ||
+ | |- | ||
+ | |'''Reference documents''' | ||
+ | |style='background: #FFF5FA' |Theory manual: (Bailey, 2015); | ||
+ | User manual: (Bailey and Pitman, 2016) | ||
+ | |style='background: #FFF7F5' |Theory papers: (Hughes, 2004, 2013; Kapangaziwiri, 2007); | ||
+ | User manual: (Hughes, 2019) | ||
+ | |style='background: #F5FFF5' |Theory manual: (Schulze, 1995); | ||
+ | User manuals: (Clark et al., 2012; Schulze and Davis, 2018) | ||
+ | |style='background: #FFFFF5' |Theory manual: (Neitsch et al., 2011); | ||
+ | User manuals: (Arnold et al., 2012) | ||
+ | |style='background: #F5FCFF' |Theory manuals:(DHI, 2017a, 2017b); | ||
+ | User’s manuals:(DHI, 2017d, 2017c) | ||
+ | |- | ||
+ | |'''Intended spatial scale''' | ||
+ | '''(catchment or model area)''' | ||
+ | |style='background: #FFF5FA' | Local to regional: | ||
+ | no suggested min-max model size | ||
+ | |style='background: #FFF7F5' | Local to regional: | ||
+ | 10-10,000’s of km<sup>2</sup>, more typical: | ||
+ | |||
+ | 100-1,000’s km<sup>2</sup> | ||
+ | |style='background: #F5FFF5' | Field to regional: | ||
+ | no suggested min-max model size | ||
+ | |style='background: #FFFFF5' | Field to regional: | ||
+ | no suggested min-max model size | ||
+ | |style='background: #F5FCFF' | Field to regional: | ||
+ | no suggested min-max model size | ||
+ | |- | ||
+ | | rowspan="2" |'''Spatial discretisation'''||style='background: #FFF5FA' | Modules ('runoff' modules/subcatchments, | ||
+ | special sub-areas, channels, reservoirs) linked by routes | ||
+ | |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 | ||
+ | |||
+ | combinations of grids and zones for | ||
+ | |||
+ | different process calculations within subcatchments | ||
+ | |||
+ | (if all process zones align, would act like HRUs) | ||
+ | |- | ||
+ | |style='background: #FFF5FA' |''Intended subcat size < 1,000 km2''||style='background: #FFF7F5' | ||style='background: #F5FFF5' |''Intended subcat size 5-50 km2;'' | ||
+ | ''HRU size < 30km2'' | ||
+ | |style='background: #FFFFF5' | ||style='background: #F5FCFF'| | ||
+ | |- | ||
+ | |'''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, | ||
+ | |||
+ | can vary across processes) | ||
+ | |} | ||
+ | |||
+ | |||
+ | |||
+ | {| class="wikitable" | ||
+ | |+<span id = "Table 1a Anchor"> <big> Intended usage of reviewed modelling tools</big></span> | ||
+ | ! Intended use !! style='background: #F2CEE0' | WRSM-Pitman !! style='background: #F2D4CE' |SPATSIM-Pitman !! style='background: #CEF2CE' |ACRU !! style='background: #F2F2CE' |SWAT !! style='background: #CEE6F2' |MIKE-SHE | ||
+ | |- | ||
+ | |''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'''|| 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 | ||
+ | |} |
Revision as of 14:29, 27 May 2021
Suggestions relevant to applying different tools to specific use cases - can make separate pages for each and link them to a list here if there is sufficient material
- IAP & afforestation
- Riparian zones
- Wetlands
- Irrigation
- Small farm dams
- Groundwater pumping
DEMO TABLE TEMPLATE TESTING
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 use | WRSM-Pitman | SPATSIM-Pitman | ACRU | SWAT | MIKE-SHE |
---|---|---|---|---|---|
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 | 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 |
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