Abstract
This research presents a fully automated framework for runoff estimation, applied to Philadelphia, Pennsylvania, a major urban area. Trends in global urbanization are exacerbating stormwater runoff, making it an increasingly critical challenge in urban areas. Understanding the fine-scale spatial distribution of local flooding is difficult due to the complexity of the urban landscape and lack of measured data, but it is critical for urban management and development. A one-meter resolution Digital Elevation Model (DEM) was used in conjunction with a model developed by using ArcGIS Pro software to create urban micro-subbasins. The DEM was manipulated to account for roof drainage and stormwater infrastructure, such as inlets. The generated micro-subbasins paired with 24-h storm data with a 10-year return period taken from the National Resources Conservation Service (NRCS) for the Philadelphia area was used to estimate runoff. One-meter land-cover and land-use data were used to estimate pervious and impervious areas and the runoff coefficients for each subbasin. Peak runoff discharge and runoff depth for each subbasin were then estimated by the rational and modified rational methods and the NRCS method. The inundation depths from the NRCS method and the modified rational method models were compared and used to generate percent agreement, maximum, and average of inundation maps of Philadelphia. The outcome of this research provides a clear picture of the spatial likelihood of experiencing negative effects of excessive precipitation, useful for stormwater management agencies, city managers, and citizen.
Highlights
Urban development directly impacts the hydraulic function of watersheds due to changes in land cover and land use and is characterized by increases in impervious areas
The runoff depth in this method is based on the rainfall, soil type, land use, and land cover characteristics, which are encapsulated in National Resources Conservation Service (NRCS) curve numbers (CN)
The results showed that the difference between estimated runoff depths of the two models is less than rational method
Summary
Urban development directly impacts the hydraulic function of watersheds due to changes in land cover and land use and is characterized by increases in impervious areas. Such changes are reflected in alterations to hydrological parameters in watersheds including inundation depth, runoff volume, and the peak discharge of runoff, since impervious areas are the main contributors to surface runoff in urban areas [1,2]. Increases in impervious areas reduce water travel time through the watershed, changing the hydrograph of the watershed, increasing the volume and peak runoff [3]. Alteration of hydrographs due to urban growth makes urban areas increasingly susceptible to disruption of key city features and may adversely impact the economy, as well as the health of the environment [6,7].
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