Utilizing spur dikes is one of the common methods of organizing and controlling side erosion in river bends. In this research study the effect of permeability of spur dike on scour-hole dimensions was experimentally investigated in a flume with 0.7m width, having a 90 degree bend with relative curvature of 4.0 and water depth of 0.14m for non-submerged condition. The results indicated that for a constant Froude number, scour decreases significantly with increasing the percentage of spur permeability. For spur with 33% permeability the relative depth, length and width of scour-hole decreased 63.9, 38.1, and 35.5 percent, respectively in comparison with impermeable spur. The same results were obtained for spur with 64% permeability with 67.1, 88.2 and 53.8 percent, respectively.
Shahabi, M. & Kashefipour, S. M. (2016). Experimental Investigation of The Effect of The Permeable Spur Dikes on Scour Hole Dimensions in a Mild 90 Degree Bend. Irrigation Sciences and Engineering, 39(4), 13–21. https://doi.org/10.22055/jise.2016.12492
MLA
Shahabi, M., & Kashefipour, S. M. "Experimental Investigation of The Effect of The Permeable Spur Dikes on Scour Hole Dimensions in a Mild 90 Degree Bend", Irrigation Sciences and Engineering, 39, 4, 2016, 13–21. doi: 10.22055/jise.2016.12492
HARVARD
Shahabi, M., & Kashefipour, S. M. (2016). 'Experimental Investigation of The Effect of The Permeable Spur Dikes on Scour Hole Dimensions in a Mild 90 Degree Bend', Irrigation Sciences and Engineering, 39(4), pp. 13–21. doi: 10.22055/jise.2016.12492
CHICAGO
Shahabi, M. & Kashefipour, S. M., "Experimental Investigation of The Effect of The Permeable Spur Dikes on Scour Hole Dimensions in a Mild 90 Degree Bend." Irrigation Sciences and Engineering, 39 4 (2016): 13–21, doi: 10.22055/jise.2016.12492
VANCOUVER
Shahabi M., Kashefipour S. M. Experimental Investigation of The Effect of The Permeable Spur Dikes on Scour Hole Dimensions in a Mild 90 Degree Bend. JISE. 2016;39(4):13–21 (In Persian). doi: 10.22055/jise.2016.12492
