Difference between revisions of "Infiltration design guideline - perform groundwater mounding analysis"
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*[http://stormwater.pca.state.mn.us/index.php/Stormwater_infiltration_and_groundwater_mounding#How_to_predict_the_extent_of_a_mound How to predict the extent of a mound] | *[http://stormwater.pca.state.mn.us/index.php/Stormwater_infiltration_and_groundwater_mounding#How_to_predict_the_extent_of_a_mound How to predict the extent of a mound] | ||
*[http://stormwater.pca.state.mn.us/index.php/Stormwater_infiltration_and_groundwater_mounding#Example_mound_calculations Example mound calculations] | *[http://stormwater.pca.state.mn.us/index.php/Stormwater_infiltration_and_groundwater_mounding#Example_mound_calculations Example mound calculations] | ||
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| + | [[Category:Level 3 - Best management practices/Structural practices/Infiltration (trench/basin)]] | ||
| + | [[Category:Level 3 - Best management practices/Specifications and details/Design criteria]] | ||
Latest revision as of 22:45, 3 December 2022
Groundwater mounding, the process by which a mound of water forms on the water table as a result of recharge at the surface, can be a limiting factor in the design and performance of infiltration practices. A groundwater mounding analysis is RECOMMENDED to verify separation distances required for infiltration practices. For more information on groundwater mounding, see the following sections in this manual.
This page was last edited on 3 December 2022, at 22:45.