The 100-year floodplain serves as the primary communicator of flood risk, but this delineation and its corresponding maps have been shown to be inadequate indicators of flood risk and poor predictors of flood damage, especially in urban areas. To be fair, most 100-year floodplain maps were never intended to convey flood risk: the boundaries of the floodplain were drawn to set insurance rates. They do not and never were designed to convey information related to depth or duration of inundation, water flow, historical damage, or susceptibility to pluvial flooding. In addition, the current flood maps do not inform investments in flood control and other infrastructure investments that positively or negatively influence urban flood risk. In short, decisions based off these maps are working on limited information often resulting in misguided efforts to increase flood adaptation and resilience. Although traditional hydrologic and hydraulic (H&H) models such as HEC-RAS could be used to provide more accurate flood hazard information, they are limited in terms of their computational loads, time to execute, and expense making them infeasible to run over large areas especially in regions with limited H&H data. To address this limitation this study uses a machine learning (ML) algorithm to estimate parcel level flood hazard along the southeastern Texas coast using a long-term record of parcel level historical flood damage. The purpose was to create improved flood hazard maps that not only better captures where flooding may occur, but to also enhance risk communication. The rationale for creating these new flood risk maps is not to replace the existing FEMA regulatory floodplain, but to compliment it in such a way that increases the ability of decision makers and residents to make decisions that increase their flood resilience.
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11 to 20 of 29 Results
Unknown - 91 B - MD5: de3c9e3526e87b573154fd0006d7a267
May 4, 2020
William Mobley, 2020, "Replication Data for: Flood Hazard Modeling, Average Roughness", https://doi.org/10.18738/T8/5ZQMXV, Texas Data Repository, V1
Roughness values were assigned to each NLCD land cover class using the values suggested by Kalyanapu (2009), and, like KSAT, was averaged across the contributing upstream area for each raster cell for 2016. Kalyanapu, A.J., Burian, S.J. & McPherson, T.N., 2010. Effect of land use...
Unknown - 91 B - MD5: de3c9e3526e87b573154fd0006d7a267
TIFF Image - 811.4 MB - MD5: 8c83f15e08dcfdccdfddf18334e7012f
May 4, 2020
William Mobley, 2020, "Replication Data for: Flood Hazard Modeling, Distance to Coast", https://doi.org/10.18738/T8/YYWO9P, Texas Data Repository, V1
Distance to coast were calculated using Euclidean Distance based on the National Hydrography Dataset (NHD) stream and coastline features.
Unknown - 91 B - MD5: de3c9e3526e87b573154fd0006d7a267
TIFF Image - 999.9 MB - MD5: 682517b8fa947ad22835f572afc235ad
May 4, 2020
William Mobley, 2020, "Replication Data for: Flood Hazard Modeling, Average Ksat", https://doi.org/10.18738/T8/UKAGX0, Texas Data Repository, V1
KSAT values were assigned to soil classes obtained from the Natural Resources Conservation Service’s (NRCS) Soil Service Geographic Database (SSURGO) , and then averaged across the upstream area for each cell. (2020-04-28)
Unknown - 91 B - MD5: de3c9e3526e87b573154fd0006d7a267
TIFF Image - 395.5 MB - MD5: 364d2fde0bb79472c9d8d1db8c9a93be
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