Difference between revisions of "Harmonize lake and catchment datasets"
From Age of Water
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*** For each inflow, PIHM will output: surface flow (ie streamflow), subsurface flow, and groundwater as 3 files | *** For each inflow, PIHM will output: surface flow (ie streamflow), subsurface flow, and groundwater as 3 files | ||
*** Scale: daily, taking the mean, flow as m3/s | *** Scale: daily, taking the mean, flow as m3/s | ||
| − | *** | + | *** PIHM will generate this data in a single file, which can be postprocessed to break it down into separate files |
| − | **** Structure of the file: the columns will be: time, then surface flow for each of the 4 inflow rivers, then overland flow, then groundwater inflow, then groundwater outflow, outlet flow | + | **** Structure of the file: the columns will be: time, then surface flow for each of the 4 inflow rivers, then overland flow, then groundwater inflow (typically positive), then groundwater outflow (typically negative), outlet flow (Q) |
| + | **** Total inflow and outflow should balance, except for precipitation and evaporation (though PIHM can provide them) which GLM provides | ||
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Expertise=Hydrology| | Expertise=Hydrology| | ||
Expertise=Ecosystem_modeling| | Expertise=Ecosystem_modeling| | ||
| − | Owner=Paul_Hanson| | + | Owner=Hilary_Dugan| |
| + | Participants=Paul_Hanson| | ||
Participants=Chris_Duffy| | Participants=Chris_Duffy| | ||
| − | |||
Participants=Yu_Zhang| | Participants=Yu_Zhang| | ||
| − | Progress= | + | Progress=30| |
StartDate=2017-01-31| | StartDate=2017-01-31| | ||
TargetDate=2017-03-30| | TargetDate=2017-03-30| | ||
Type=Low}} | Type=Low}} | ||
Latest revision as of 22:03, 2 February 2017
- Test case: Mendota
- PIHM output for GLM:
- Inflow rivers to consider:
- Yahara
- Pheasant Branch
- Six Mile
- Spring Harbour (a very small one)
- For each inflow, PIHM will output: surface flow (ie streamflow), subsurface flow, and groundwater as 3 files
- Scale: daily, taking the mean, flow as m3/s
- PIHM will generate this data in a single file, which can be postprocessed to break it down into separate files
- Structure of the file: the columns will be: time, then surface flow for each of the 4 inflow rivers, then overland flow, then groundwater inflow (typically positive), then groundwater outflow (typically negative), outlet flow (Q)
- Total inflow and outflow should balance, except for precipitation and evaporation (though PIHM can provide them) which GLM provides
- Inflow rivers to consider:
- PIHM output for GLM:
