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Journal of Hydraulic Research Volume 26, 1988 - Issue 4
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Original Articles

A comprehensive generalized study of scour at cantilevered pipe outlets

Fred W. Blaisdell Agric. Res. Serv., U.S. Dept. of Agric., Stillwater, OK, U.S.A.
&
Clayton L. Anderson U.S. Dept. of Agric., St. Anthony Falls Hydr. Lab. , Minneapolis, MN, U.S.A.
Pages 357-376 | Received 17 Mar 1988, Published online: 19 Jan 2010

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A. Goel & D. V. S. Verma. (2006) MODEL STUDY OF SCOUR FROM CANTILEVER OUTLETS. ISH Journal of Hydraulic Engineering 12:3, pages 30-38.
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K.A. Mazurek & N. Rajaratnam. (2005) Erosion of sand beds by obliquely impinging plane turbulent air jets. Journal of Hydraulic Research 43:5, pages 567-573.
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N. Rajaratnam & K.A. Mazurek. (2002) Erosion of a polystyrene bed by obliquely impinging circular turbulent air jets. Journal of Hydraulic Research 40:6, pages 709-716.
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Sarah L. Liriano, Rodney A. Day & W. Rodney White. (2002) Scour at culvert outlets as influenced by the turbulent flow structure. Journal of Hydraulic Research 40:3, pages 367-376.
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F. Ade & N. Rajaratnam. (1998) Generalized study of erosion by circular horizontal turbulent jets. Journal of Hydraulic Research 36:4, pages 613-636.
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O.O. Aderibigbe & N. Rajaratnam. (1996) Erosion of loose beds by submerged circular impinging vertical turbulent jets. Journal of Hydraulic Research 34:1, pages 19-33.
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Fred W. Blaisdell & Clayton L. Anderson. (1988) A comprehensive generalized study of scour at cantilevered pipe outlets. Journal of Hydraulic Research 26:5, pages 509-524.
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Articles from other publishers (24)

H. Hernandez, A. Mostaani & A. H. Azimi. 2022. Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021. Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021 211 221 .
Nesreen Taha, Maged M. El-Feky, Atef A. El-Saiad & Ismail Fathy. (2020) Numerical investigation of scour characteristics downstream of blocked culverts. Alexandria Engineering Journal 59:5, pages 3503-3513.
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Mohammad NajafzadehAli Reza Kargar. (2019) Gene-Expression Programming, Evolutionary Polynomial Regression, and Model Tree to Evaluate Local Scour Depth at Culvert Outlets. Journal of Pipeline Systems Engineering and Practice 10:3.
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Masoud Ghodsian, Bruce Melville & Stephen Coleman. (2012) Local scour due to sediment-carrying free-overfall water jet. Proceedings of the Institution of Civil Engineers - Water Management 165:1, pages 21-29.
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M.C. Tuna & M.E. Emiroglu. (2011) Scour profiles at downstream of cascades. Scientia Iranica 18:3, pages 338-347.
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H. MD. AzamathullaAminuddin Ab Ghani. (2011) ANFIS-Based Approach for Predicting the Scour Depth at Culvert Outlets. Journal of Pipeline Systems Engineering and Practice 2:1, pages 35-40.
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Y. Nédélec & B. Gay. (2008) Experimental Study of a Right-Angled End Junction between a Pipe and an Open Channel. Journal of Hydraulic Engineering 134:5, pages 616-625.
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M. Ghodsian, B. Melville & D. Tajkarimi. (2006) Local scour due to free overfall jet. Proceedings of the Institution of Civil Engineers - Water Management 159:4, pages 253-260.
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M. A. A. FaruquePartha SarathiRam Balachandar. (2006) Clear Water Local Scour by Submerged Three-Dimensional Wall Jets: Effect of Tailwater Depth. Journal of Hydraulic Engineering 132:6, pages 575-580.
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Craig J. Allan & Christopher J. Estes. (2005) A MORPHOLOGICAL AND ECONOMIC EXAMINATION OF PLUNGE POOLS AS ENERGY DISSIPATERS IN URBAN STREAM CHANNELS. Journal of the American Water Resources Association 41:1, pages 123-133.
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Andrew Reese & Thomas Debo. 2002. Municipal Stormwater Management, Second Edition. Municipal Stormwater Management, Second Edition.
Thomas N. Debo & Andrew Reese. 2002. Municipal Stormwater Management. Municipal Stormwater Management 717 746 .
R. A. Day, S. L. Liriano & W. R. White. (2001) Effect of tailwater depth and model scale on scour at culvert outlets. Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering 148:3, pages 189-198.
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Sean J. Bennett & Javier Casalí. (2001) Effect of initial step height on headcut development in upland concentrated flows. Water Resources Research 37:5, pages 1475-1484.
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T.J. Tolhurst, K.S. Black, S.A. Shayler, S. Mather, I. Black, K. Baker & D.M. Paterson. (1999) Measuring the in situ Erosion Shear Stress of Intertidal Sediments with the Cohesive Strength Meter (CSM). Estuarine, Coastal and Shelf Science 49:2, pages 281-294.
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Chandra Shekhar P. Ojha. (1999) Outlet Scour Modeling for Drop Height Influence. Journal of Hydraulic Engineering 125:1, pages 83-85.
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M. D. Kudale & N. Kobayashi. (1997) Hydraulic Stability Analysis of Leeside Slopes of Overtopped Breakwaters. Hydraulic Stability Analysis of Leeside Slopes of Overtopped Breakwaters.
Steven R. AbtPhilip L. ThompsonTodd M. Lewis. (2019) Enhancement of the Culvert Outlet Scour Estimation Equations. Transportation Research Record: Journal of the Transportation Research Board 1523:1, pages 178-185.
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Frederick K. Doehring & Steven R. Abt. (1994) Drop Height Influence on Outlet Scour. Journal of Hydraulic Engineering 120:12, pages 1470-1476.
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O. R. Stein & P. Y. Julien. (1994) Sediment Concentration below Free Overfall. Journal of Hydraulic Engineering 120:9, pages 1043-1059.
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Mahmood Shafai‐Bajestan & Maurice L. Albertson. (1993) Riprap Criteria below Pipe Outlet. Journal of Hydraulic Engineering 119:2, pages 181-200.
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O. R. Stein & P. Y. Julien. (1993) Criterion Delineating the Mode of Headcut Migration. Journal of Hydraulic Engineering 119:1, pages 37-50.
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M. Shafai‐Bajestan & M. L. Albertson. (1992) Discussion of “ Pipe Plunge Pool Energy Dissipator ” by Fred W. Blaisdell and Clayton L. Anderson (March, 1991, Vol. 117, No. 3) . Journal of Hydraulic Engineering 118:10, pages 1449-1452.
Crossref
Fred W. Blaisdell. (1991) Discussion of “ Effects of Air Entrainment on Plunge Pool Scour ” by Peter John Mason (March, 1989, Vol. 115, No. 3) . Journal of Hydraulic Engineering 117:2, pages 259-261.
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