Odgaard, A. J., & Wang, Y. (1990). Sediment control in bridge waterways (Report No. IIHR Report No. 336). Iowa Institute of Hydraulic Research. https://rosap.ntl.bts.gov/view/dot/23277
Odgaard, A. Jacob and Yalin Wang. Sediment control in bridge waterways. Report no. IIHR Report No. 336. Iowa Institute of Hydraulic Research, 1990. https://rosap.ntl.bts.gov/view/dot/23277.
Odgaard, A. Jacob, and Yalin Wang Sediment control in bridge waterways. Iowa Institute of Hydraulic Research, 1990, Report no. IIHR Report No. 336, ROSA P. https://rosap.ntl.bts.gov/view/dot/23277.
The objective of this study was to develop guidelines for use of the Iowa Vanes
;
technique for sediment control in bridge waterways. Iowa Vanes are small flow-training
;
structures (foils) designed to modify the near-bed flow pattern and redistribute flow and
;
sediment transport within the channel cross section. The structures are installed at an angle
;
of attack of 15 - 25' with the flow, and their initial height is 0.2 - 0.5 times water depth at
;
design stage. The vanes function by generating secondary circulation in the flow. The circulation
;
alters magnitude and direction of the bed shear stress and causes a reduction in
;
velocity and sediment transport in the vane controlled area. As a result, the river bed
;
aggrades in the vane controlled area and degrades outside.
Odgaard, A. J., & Wang, Y. (1990). Sediment control in bridge waterways (Report No. IIHR Report No. 336). Iowa Institute of Hydraulic Research. https://rosap.ntl.bts.gov/view/dot/23277
Odgaard, A. Jacob and Yalin Wang. Sediment control in bridge waterways. Report no. IIHR Report No. 336. Iowa Institute of Hydraulic Research, 1990. https://rosap.ntl.bts.gov/view/dot/23277.
Odgaard, A. Jacob, and Yalin Wang Sediment control in bridge waterways. Iowa Institute of Hydraulic Research, 1990, Report no. IIHR Report No. 336, ROSA P. https://rosap.ntl.bts.gov/view/dot/23277.
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