Civil Engineering ETDs
Publication Date
Summer 7-29-2025
Abstract
Flooding in arid regions is infrequent but damaging and limited historical data makes flood modeling an important tool for flood infrastructure design. This study improves flood modeling guidance by using plot-scale tests to determine the impact of slope, compaction, gravel mulch and landscape fabric on infiltration and runoff rates in sandy soil types. This data will be used as guidance for the linear and constant model. The performance of this model was compared with the curve number model for a hypothetical 100-year design storm. Results showed that gravel mulch increased infiltration rates by 66% and reduced erosion on steep and compacted slopes. Compaction generally decreased infiltration, and slope had little impact on infiltration. Landscape fabric acted as a barrier and decreased infiltration. This guidance can be used to parameterize the linear and constant model and was shown to have less variability and shorter runoff durations than the curve number model.
Keywords
Linear and Constant, Curve Number, Arid, HEC-HMS, Flood Model, Loss Model
Document Type
Thesis
Language
English
Degree Name
Civil Engineering
Level of Degree
Masters
Department Name
Civil Engineering
First Committee Member (Chair)
Ricardo Gonzalez-Pinzon
Second Committee Member
Gerhard Schoener
Third Committee Member
Marissa Repasch
Recommended Citation
Coulter, Samuel Stephen. "Improving Infiltration Model Performance in Arid and Urban Regions." (2025). https://digitalrepository.unm.edu/ce_etds/361
Sam Coulter info-cover.pdf (113 kB)
Sam Coulter certificate-final-elect_signed.pdf (256 kB)