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Modeling Sediment Trapping in a Vegetative Filter Accounting for Converging Overland Flow
Transactions of the ASAE
  • Matthew J. Helmers, Iowa State University
  • Dean E. Eisenhauer, University of Nebraska–Lincoln
  • Thomas G. Franti, University of Nebraska–Lincoln
  • Michael G. Dosskey, United States Department of Agriculture
Document Type
Article
Publication Date
1-1-2005
Abstract

Vegetative filters (VF) are used to remove sediment and other pollutants from overland flow. When modeling the hydrology of VF, it is often assumed that overland flow is planar, but our research indicates that it can be two-dimensional with converging and diverging pathways. Our hypothesis is that flow convergence will negatively influence the sediment trapping capability of VF. The objectives were to develop a two-dimensional modeling approach for estimating sediment trapping in VF and to investigate the impact of converging overland flow on sediment trapping by VF. In this study, the performance of a VF that has field-scale flow path lengths with uncontrolled flow direction was quantified using field experiments and hydrologic modeling. Simulations of water flow processes were performed using the physically based, distributed model MIKE SHE. A modeling approach that predicts sediment trapping and accounts for converging and diverging flow was developed based on the University of Kentucky sediment filtration model. The results revealed that as flow convergence increases, filter performance decreases, and the impacts are greater at higher flow rates and shorter filter lengths. Convergence that occurs in the contributing field (in-field) upstream of the buffer had a slightly greater impact than convergence that occurred in the filter (in-filter). An area-based convergence ratio was defined that relates the actual flow area in a VF to the theoretical flow area without flow convergence. When the convergence ratio was 0.70, in-filter convergence caused the sediment trapping efficiency to be reduced from 80% for the planar flow condition to 64% for the converging flow condition. When an equivalent convergence occurred in-field, the sediment trapping efficiency was reduced to 57%. Thus, not only is convergence important but the location where convergence occurs can also be important.

Comments

This article is from Transactions of the ASAE 48, no. 2 (2005): 514–555.

Access
Open
Copyright Owner
American Society of Agricultural Engineers
Language
en
File Format
application/pdf
Citation Information
Matthew J. Helmers, Dean E. Eisenhauer, Thomas G. Franti and Michael G. Dosskey. "Modeling Sediment Trapping in a Vegetative Filter Accounting for Converging Overland Flow" Transactions of the ASAE Vol. 48 Iss. 2 (2005) p. 541 - 555
Available at: http://works.bepress.com/matthew_helmers/68/