A geoprocessing routine was used for the development of a modified combined sewer conveyance system model to aid in defining the magnitude of basement backups and surface flooding, which often occur in older urban areas served by combined sewer systems. Detailed stage-storage relationships (including both basement and surface flooding storage) were developed utilizing standard GIS tools, a geospatial sewer network, building footprint boundaries, and a high resolution digital elevation model. In addition to representing more accurate stage-storage volumes in SWMM, the routing of surface floodwater was also simulated. Predicted peak water elevations in the conveyance system were then post-processed in GIS to determine the location within each subcatchment where basement or surface flooding was experienced. This approach, when compared to a more traditional sewer system hydraulic model, resulted in more accurate flood volume and depth calculations. Additionally, this routine produced a more accurate representation of street and building flood inundation within the study area.
IntroductionThe new model development approach presented in this chapter was established in order to better predict surface and basement flooding from surcharged sewers within the city of Philadelphia's combined sewer system.