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watervulnerability

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Chequamegon-­‐Nicolet National Forest Watershed Vulnerability Assessment, Eastern Region (R9)<br />

If the above recommendations are completed, the results should be used to identify and develop more<br />

specific adaptations to minimize the impact of climate change on wetlands.<br />

Groundwater Recharge<br />

More comprehensive soil water balance modeling should be conducted with downscaled data from<br />

additional GCMs, scenarios, and locations to verify and refine the preliminary results described above.<br />

These results could then be incorporated into groundwater flow modeling to predict effects on aquifers,<br />

groundwater flow paths, and surface waters dependent on groundwater flow.<br />

Once such groundwater modeling is completed, the results need to be evaluated with regard to potential<br />

effects on important groundwater-dependent resources such as cold water streams, wetland fens,<br />

groundwater-fed lakes, and water supply wells.<br />

Use the results from the above activities to identify and develop more specific actions to adapt to the<br />

impacts of climate change on watersheds and water resources.<br />

Infrastructure-Culverts<br />

There is a need to conduct hydrologic modeling using the WICCI downscaled daily precipitation data and<br />

a variety of watershed conditions to more accurately determine potential increases in flood flows<br />

associated with the projected changes in future climate. The CNNF should support such work to the<br />

extent practicable.<br />

The CNNF should conduct additional analyses of culverts. The evaluation should determine where sizing<br />

to bankfull channel width will adequately adapt to climate change and also assess aquatic organism<br />

passage and channel morphology.<br />

The CNNF should continue to size stream crossing structures using stream simulation guidelines.<br />

Structures should be sized to at least match minimum bankfull width and pass the 100-year and preferably<br />

500-yr flood with the HW/D

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