TECHNICAL PAPERS
Oct 1, 1992

Analysis of ARS Low‐Drop Grade‐Control Structure

Publication: Journal of Hydraulic Engineering
Volume 118, Issue 10

Abstract

The Agricultural Research Service's (ARS) low‐drop structure was developed to provide grade control for streams in northern Mississippi. Since development, the U.S. Army Corps of Engineers has broadened application of the structure to include energy dissipation. Although the ARS structure is an effective means of stabilizing a stream channel, it is vulnerable during construction, requires refinement to be an effective energy dissipator, and is hydraulically submerged at moderate discharges. A model study was conducted to evaluate the performance of the ARS structure for high submergence conditions, to determine if the baffle plate could be replaced by H‐piles, to evaluate the basin effectiveness by reducing the depth, and to evaluate the structure during flow frequency events greater than 10 years. Test parameters included the discharges ranging from 2,200 cu ft/sec (62.3m3/s) to 6,800 cu ft/sec (192.6m3/s) and 0.5, 1.0, 1.25, 1.50, and 1.75 submergence levels. The study results indicated that the basin baffle can be replaced by two rows of H‐piles (seven H‐piles) without a reduction in basin efficiency while improving overall basin flow conditions. It was determined that the riprap becomes unstable using current design procedures. Also, a coefficient‐of‐discharge relationship was developed. Further, the stilling‐basin depth can be reduced by approximately 3.0 ft (0.91 m) without loss of basin effectiveness.

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References

1.
Abt, S. R., Peterson, M. R., Combs, P. G., and Watson, C. C. (1990). “Evaluation of the ARS low drop grade control structure.” Hydraulic Engineering, Proc. Of the 1990 Nat. Conf., Vol. 1, U.S. Army Corps of Engrs., Vicksburg, Miss, 342–347.
2.
“Hydraulic design of flood control channels,” (1991). EM 1110‐2‐1601, U.S. Army Corps of Engrs., Washington, D.C.
3.
Isbash, S. V. (1936). “Construction of dams by depositing rock in running water.” Trans., Second Congress on Large Dams, Vol. 5, 123–126.
4.
Linder, W. M. (1963). Stabilization of stream beds with sheet piling and rock sills. U.S. Army Corps of Engrs., Omaha, Neb.
5.
Little, W. C, and Murphey, J. B. (1981). “Stream channel stability, model study of the low drop grade control structures.” USDA Sedimentation Lab., Oxford, Miss.
6.
Little, W. C, and Daniel, R. C. (1982). “Design and construction of low drop structures.” Proc. of the Conf. Applying Research to Hydraulic Practice, ASCE, New York, N.Y., 21–31.
7.
Little, W. C., and Murphey, J. B. (1982). “Model study of low drop grade control structures.” J. Hydr. Div., ASCE, 108(10), 1131–1146.
8.
Peterson, M. R., Watson, C. C., and Abt, S. R. (1990). “Value engineering of ARS‐type low drop structures.” Contract No. DACW39‐89‐D‐0001, U.S. Army Corps of Engineers, Vicksburg, Miss, 50.
9.
Watson, C. C. (1982). “History of morphologic changes, Tillatoba Creek, Yazoo Basin Mississippi.” Project Report53‐44423‐1‐221, Soil Conservation Service, Jackson, Miss.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 118Issue 10October 1992
Pages: 1424 - 1434

History

Published online: Oct 1, 1992
Published in print: Oct 1992

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Authors

Affiliations

Steven R. Abt
Prof. and Dir., Hydr. Lab., Dept. of Civ. Engrg., Colorado State Univ., Ft. Collins, CO 80523
Mark R. Peterson
Sr. Hydr. Engr., Water Engrg. and Tech., Inc., Ft. Collins, CO 80521
Chester C. Watson
Res. Asst. Prof., Dept. of Civ. Engrg., Colorado State Univ., Ft. Collins, CO
Scott A. Hogan, Members, ASCE
Res. Assist., Dept. of Civ. Engrg., Colorado State Univ., Ft. Collins, CO

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