Technical Notes
Dec 17, 2012

Risk of Entrapment at Low-Head Dams

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 6

Abstract

This study examines the dangerous countercurrent that can form at the downstream face of a low-head dam for certain flow conditions, utilizing computational fluid dynamics software and laboratory observations. The objective of this project was to identify easily measured parameters that can be used to accurately distinguish between the possible high-risk and low-risk states of flow. The research was carried out on two common low-head dam shapes (ogee-crested and flat-topped) and three dam heights (0.61, 1.52, and 3.05 m) with simulations performed for various upstream and downstream water depths. It was found that the combination of parameters (huhd)/P (named the risk factor) was capable of defining transition points between states of flow, and therefore the low-risk and high-risk conditions. With regard to the ogee-crested dam simulations, it was found that the most dangerous flow conditions occurred at risk factors between 0.09 and 0.80. For the flat-topped dams tested, the high-risk conditions occurred at risk factors ranging from 0.34–0.71. Countercurrent length was also examined, with rollers from the ogee dams ranging from 2.055.95P in length, and from 2.605.45P for flat-topped dams.

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References

Hotchkiss, R. H., and Comstock, M. (1992). “Discussion of ‘Drownproofing of low overflow structures’ by H. J. Leutheusser and W. M. Birk.” J. Hydraul. Eng., 118(11), 1586–1589.
Johnson, M. C., and Savage, B. M. (2006). “Physical and numerical comparison of flow over ogee spillway in the presence of tailwater.” J. Hydraul. Eng., 132(12), 1353–1357.
Leutheusser, H. J. (1988). “Dam safety, yes. But what about safety at dams?” Proc., 1988 National Conf., Hydraulics Division, ASCE, Colorado Springs, CO, 1091–1096.
Leutheusser, H. J., and Birk, W. M. (1991). “Drownproofing of low overflow structures.” J. Hydraul. Eng., 117(2), 205–213.
Leutheusser, H. J., and Fan, J. J. (2001). “Backward flow velocities of submerged hydraulic jumps.” J. Hydraul. Eng., 127(6), 514–517.
Mossa, M., Yasuda, Y., and Chanson, H. (2004). “Characteristics of plunging flows in stepped-channel chutes.” Fluvial, environmental and coastal developments in hydraulic engineering, Taylor & Francis Group, London, 7–15.
Ohtsu, I., and Yasuda, Y. (1991). “Transition from supercritical to subcritical flow at an abrupt drop.” J. Hydraul. Res., 29(3), 309–328.
Savage, B. M., and Johnson, M. C. (2001). “Flow over ogee spillways: Physical and numerical model case study.” J. Hydraul. Eng., 127(8), 640–649.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 6June 2013
Pages: 675 - 678

History

Received: Jun 13, 2012
Accepted: Dec 14, 2012
Published online: Dec 17, 2012
Published in print: Jun 1, 2013

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Authors

Affiliations

Riley J. Olsen [email protected]
S.M.ASCE
Graduate Researcher, UT Water Research Laboratory, Dept. of Civil Engineering, Utah State Univ., Logan, UT 84322-8200. E-mail: [email protected]
Michael C. Johnson [email protected]
P.E.
M.ASCE
Research Assistant Professor, UT Water Research Laboratory, Dept. of Civil Engineering, Utah State Univ., Logan, UT 84322-8200 (corresponding author). E-mail: [email protected]
Steven L. Barfuss [email protected]
P.E.
M.ASCE
Research Assistant Professor, UT Water Research Laboratory, Dept. of Civil Engineering, Utah State Univ., Logan, UT 84322-8200. E-mail: [email protected]

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