DISCUSSIONS AND CLOSURES
Jul 1, 1996

Discussion of “Local Scour Downstream of Hydraulic Structures” by Gijs J. C. M. Hoffmans and Krystian W. Pilarczyk

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Publication: Journal of Hydraulic Engineering
Volume 122, Issue 7
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References

1.
Blaisdell, F. W., Hayward, K. M., and Anderson, C. L. (1982). “Model-prototype scour at Yocona drop structure.”Proc. Conf., Applying Res. to Hydr. Pract. ASCE, New York, N.Y., 1–9.
2.
Blaisdell, F. W., Anderson, C. L., and Hebaus, G. G.(1981). “Ultimate dimensions of local scour.”J. Hydr. Div., ASCE, 107(3), 327–337.
3.
Blaisdell, F. W., and Anderson, C. L. (1989). “Scour at cantilevered pipe outlets: Plunge pool energy dissipator design criteria.”ARS-76, U.S. Dept. of Agr., Agric. Res. Service, Washington, D.C.
4.
Blaisdell, F. W., and Anderson, C. L.(1991). “Pipe plunge pool energy dissipator.”J. Hydr. Engrg., ASCE, 117(3), 303–323.
5.
Breusers, H. N. C.(1963). “Discussion of `Sediment Transportation Mechanics: Erosion of Sediment.' Progress Report by the Task Committee on Preparation of Sedimentation Manual of the Committee on Sedimentation of the Hydraulics Division.”J. Hydr. Div., ASCE, 89(1), 277–281.
6.
Nezu, I., and Tominaga, A. (1994). “Response of velocity and turbulence to abrupt changes from smooth to rough beds in open-channel flows.”Proc. of Symp., Fundamentals and Advancements in Hydr. Measurements and Experimentation, ASCE, New York, N.Y. 195–204.
7.
Rajaratnam, N. (1981). “Erosion of sand beds by submerged impinging circular turbulent water jets.”Univ. of Alberta Water Resour. Engrg. Tech. Rep. 81-1, Univ. of Alberta, Edmonton, Canada.
8.
Rajaratnam, N.(1982). “Erosion by submerged circular jets.”J. Hydr. Div., ASCE, 108(2), 262–267.
9.
Rice, C. E., and Kadavy, K. C.(1991). “Riprap design downstream of straight drop spillways.”Trans., Am. Soc. Agric. Engrs., 34(4), 1715–1725.
10.
Rice, C. E., and Kadavy, K. C.(1992). “Riprap design for SAF stilling basins.”Trans., Am. Soc. Agric. Engrs., 35(6), 1817–1825.
11.
Rice, C. E., and Kadavy, K. C.(1993). “Protection against scour at SAF stilling basins.”J. Hydr. Engrg., ASCE, 119(1), 133–139.
12.
Rice, C. E., and Kadavy, K. C.(1994a). “Plunge pool design at submerged pipe spillway outlets.”Trans. Am. Soc. Agric. Engrs., 37(4), 1167–1173.
13.
Rice, C. E., and Kadavy, K. C. (1994b). “Riprap design for pipe spillways at −1.0 ⩽TW/D o⩽ 0.7.”1994 Int. Winter Meeting, Paper No. 942541, Am. Soc. Agric. Engrs., St. Joseph, Mich., 49085–9659.
14.
Vanoni, V. A., ed. (1975). Sedimentation Engineering. ASCE, New York, N.Y.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 122Issue 7July 1996
Pages: 419 - 420

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Published online: Jul 1, 1996
Published in print: Jul 1996

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Fred W. Blaisdell, Fellow, ASCE
Res. Hydr. Engr. and Collaborator, Hydr. Engrg. Res. Unit, Plant Sci. and Water Conservation Res. Lab., Agric. Res. Service, U.S. Dept. of Agr., Stillwater, OH 74075.

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