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1. dike4. Doune Arnold Energy Center 7. momentum
2. bottom panels 5. Rock
3. Cedar 6. Byron
Odgaard, A.J., and Kennedy, J.F., “River – Bend Bank Protection by Submerged Vanes,” Journal of Hydraulic Engineering, ASCE, Vol. 109, pp. 1116-1173, 1983.

Fukuoka, S., and Watanabe, A, “Analysis of the
Flow and Bed Profile in a Curved Channel with
Vane Array,” Proc., MV Congr. of Int. Assoc. for

Hydraulic Research, Sec. A, Vol. 2, pp. 455-462, 1993.
Nakato, T., and Ogden, F. L., Sediment Control at Water Intakes Along Sand – Bed Rivers,” Joumal of Hydraulic Engineering ASCE, Vol. 14, No. 6, pp. 589-596, 1998.
Wang, Y., “Bank Protection with Submerged

Vanes,” Proc, Mill cong. of Int. Assoc. for

Jl.-e

Jl.-e

point gage
2103265758219

scour velocity
Hydraulic Research, vol. S, pp. 17-23, 1989.
Wang, Y., Odgaard, AJ., Melville, B.w., and Jain, S. C., “Sediment Control at Water Intakes,” joumal of Hydraulic Engineering, ASCE, Vol. 122. No. 6,
353-356., 1996.
Odgaard, A.J., and Spoljaric, A, “Sediment Control

by Submerged Vanes, “American Geophysical

Union, pp. 127-151, 1989.
Fredrick, M., and Sinha, S. K., “Experimental

Investigation of Flow Past Submerged Vanes,” Joumal of Hydraulic Engineering ASCE, Vol. 124,

pp. 545, 1998.
Odgaard, A. J., and. Wang, Y.,” Sediment Management with Submerged Vanes. 1., Theory,”
Joumal of Hydraulic Engineering ASCE, Vol. 117,
267-283, 1991.

9. Vincents, N., and Odgaard, A.J., “Three

Dimensional Flow Structure at Open – Channel Diversions, “Joumal of Hydraulic Engineering vol. 119, No. 11, pp. 1223-1230, 1993.
10. Wang, Y.,”Sediment Control with Submerged Vanes, “Ph. D. Thesis, University of Iowa, at Iowa City, Iowa, 1991.

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