One of the key concerns associated with urban GSI is the potential for basement flooding and infrastructure damage, due to groundwater table mounding that will result from the enhanced recharge. PWD is addressing this concern using numerical groundwater models. A regional finite element model has been developed for southeastern Philadelphia to evaluate mounding on both a local and a city-wide scale, to address the potential long-term impacts of the GSI program. Transient site-specific model simulations are used to aid in the siting and design of the individual infiltration trench systems. Preliminary analyses suggest that although the highest water table mounding is generally localized immediately beneath the trench, the trench size, placement, loading ratio, and underlying stratigraphy are critical. On a regional scale, mounding is greatest in the Piedmont physiographic province, but is somewhat mitigated by infiltration into the city’s sewer system. An updated city-wide water table map, last developed in 1980, is being developed and will be incorporated into additional groundwater modeling efforts.
See more of: Urban Groundwater/Low Impact Development
See more of: Topical Sessions