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United States Department of Agriculture

Agricultural Research Service

Research Project: ENGINEERING TOOLS FOR SAFE, EFFICIENT HYDRAULIC STRUCTURES AND CHANNELS Title: The effect of step height on energy dissipation in stepped spillways

Authors
item Hunt, Sherry
item Kadavy, Kem

Submitted to: Proceedings of the World Environmental and Water Resources Congress Conference
Publication Type: Proceedings
Publication Acceptance Date: March 20, 2009
Publication Date: May 19, 2009
Citation: Hunt, S., Kadavy, K.C. 2009. The effect of step height on energy dissipation in stepped spillways. In: Proceedings of the ASCE EWRI 2009 World Environmental and Water Resources Congress, May 17-21, 2009, Kansas City, MO. p. 3061-3071. CDROM.

Technical Abstract: A two-dimensional, physical model was constructed to evaluate the energy dissipation on a 4(H):1(V) slope spillway chute. Step heights of 38 mm (1.5 inches), 76 mm (3.0 inches), and 152 mm (6 inches) were evaluated, and energy losses created by these steps were compared. Model unit discharges ranging from 0.11 m**3/(s·m) (1.2 cfs/ft) to 0.82 m**3/(s·m) (8.9 cfs/ft) were tested. Water surfaces, bed surfaces, velocities, and void fractions in the flow were measured during the tests. The findings from this research show that a relationship developed by Hubert Chanson can be used to determine the inception point for slopes as flat as 4(H):1(V). With increasing step height, the energy losses at similar locations within the spillway chute also increased. The results for energy losses for the 38 mm (1.5 inches) and 76 mm (3.0 inches) steps showed similar linear trends upstream of the inception point, with near zero percent energy loss at the spillway crest to approximately 30% at the inception point. Downstream of the inception point for the two smaller step heights, the results showed a more logarithmic trend from 30% at the inception point or when a normalized length, L/Li*, equals one to 73% when L/Li* equals 3.5. This research is expected to assist engineers with the design of stepped spillways applied on relatively flat embankment dams and the associated stilling basin located at the toe of the spillway.

Last Modified: 10/20/2014
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