## Abstract Soil and water conservation practices have been promoted for a long time, in order to sustain agricultural activities and prevent environmental pollution. Vegetated filter strips (VFS) have been used to reduce sediment pollution into water bodies at or near the pollutant source. However
Validation of a vegetated filter strip model (VFSMOD)
β Scribed by Dr Majed Abu-Zreig; R. P. Rudra; H. R. Whiteley
- Book ID
- 102267421
- Publisher
- John Wiley and Sons
- Year
- 2001
- Tongue
- English
- Weight
- 189 KB
- Volume
- 15
- Category
- Article
- ISSN
- 0885-6087
- DOI
- 10.1002/hyp.101
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β¦ Synopsis
Abstract
Vegetated filter strips (VFS) are designed to reduce sediment load and other pollutants into water bodies. However, adaptation of VFS in the field has been limited owing to lack of data about their efficiency and performance under natural field conditions. A number of models are available that simulate sediment transport and trapping in VFS, but there is a general lack of confidence in VFS models owing to limited validation studies and model limitations that prevent correct application of these models under field conditions. The objective of this study is to test and validate a processβbased model (VFSMOD) that simulates sediment trapping in VFS. This model links three submodels: modified GreenβAmpt's infiltration, Quadratic overland flow submodel based on kinematic wave approximation and University of Kentucky sediment filtration model. A total of 20 VFS, 2, 5, 10 and 15 m long and with various vegetation covers, were tested under simulated sediment and runoff conditions. The results of these field experiments were used to validate the VFS model. The model requires 25 input parameters distributed over five input files. All input parameters were either measured or calculated using experimental data. The observed sediment trapping efficiencies varied from 65% in the 2βm long VFS to 92% in the 10βm long filters. No increase in sediment removal efficiency was observed at higher VFS length. Application of the VFS model to experimental data was satisfactory under the condition that actual flow widths are used in the model instead of the total filter width. Predicted and observed sediment trapping efficiencies and infiltration volume fitted very well, with a coefficient of determination (R^2^) of 0Β·9 and 0Β·95, respectively. Regression analyses revealed that the slope and intercept of the regression lines between predicted versus observed infiltration volume and trapping efficiency were not significantly different than the line of perfect agreement with a slope of 1Β·0 and intercept of 0Β·0. Copyright Β© 2001 John Wiley & Sons, Ltd.
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