Low-drop grade-control structure

Transactions of the American Society of Agricultural Engineers

Volumn 41, Issue 5, 1998, Pages 1337-1343

  Rice, C E ^a   Kadavy, K C ^a  

^a USDA ARS   (United States)

Author keywords

Channels; Grade control; Hydraulic structures; Modeling; Riprap

Indexed keywords

CHANNEL FLOW; MODELS; RURAL AREAS; STRUCTURAL DESIGN;

LOW DROP GRADE CONTROL STRUCTURE; RIPRAP DOWNSTREAM;

HYDRAULIC STRUCTURES;

EID: 0032170128     PISSN: 00012351     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. Abt, S. R., M. R. Peterson, C. C. Watson, and S. A. Hogan. 1992. Analysis of ARS low-drop grade-control structure. J. Hydr. Engng., ASCE 118(10): 1424-1434.
2. Donnelly, C. A., and F. W. Blaisdell. 1965. Straight drop spillway stilling basin. J. Hydr. Div., Proc. ASCE 91(HY3): 101-145.
3. Little, W. C., and J. B. Murphey. 1982. Model study of low drop grade control structures. J. Hydr. Div., Proc. ASCE 108(HY10): 1132-1146.
4. Johns, D. D., S. R. Abt, C. C. Watson, and P. G. Combs. 1993. Riprap sizing for ARS-type low-drop stilling basins. J. Hydr. Engrg., ASCE 119(7): 854-869.
5. Rice, C. E., and K. C. Kadavy. 1989. Scour at the straight drop spillway with high tailwater. Applied Engineering in Agriculture 5(2): 192-198.
6. 1992. Riprap design upstream of straight drop spillways. Transactions of the ASAE 35(1): 113-119.
7. Vanoni, V. A., and R. E. Pollak. 1959. Experimental design of low rectangular drops for alluvial flood channels. Report No. E-82. Sedimentation Laboratory, California Institute of Technology, Pasadena, Calif.