Difference between revisions of "Harmonize lake and catchment datasets"
From Age of Water
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| + | * 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 | ||
| + | |||
| + | <!-- Add any wiki Text above this Line --> | ||
| + | <!-- Do NOT Edit below this Line --> | ||
| + | {{#set: | ||
| + | Expertise=Hydrology| | ||
| + | Expertise=Ecosystem_modeling| | ||
| + | Owner=Hilary_Dugan| | ||
| + | Participants=Paul_Hanson| | ||
| + | Participants=Chris_Duffy| | ||
| + | Participants=Yu_Zhang| | ||
| + | Progress=30| | ||
| + | StartDate=2017-01-31| | ||
| + | TargetDate=2017-03-30| | ||
| + | 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:
