Design of rock chutes

Transactions of the American Society of Agricultural Engineers

Volumn 41, Issue 3, 1998, Pages 621-626

  Robinson, K M ^a   Rice, C E ^a   Kadavy, K C ^a  

^a NONE   (United States)

Author keywords

Channel design; Grade control; Hydraulics; Riprap; Rock chutes; Roughness; Stability

Indexed keywords

FAILURE ANALYSIS; MATHEMATICAL MODELS; ROCKS; SLOPE STABILITY; STRUCTURAL DESIGN; SURFACE ROUGHNESS;

MANNING ROUGHNESS COEFFICIENT; ROCK CHUTES; STONES;

HYDRAULIC STRUCTURES;

RIPRAP; SLOPE STABILITY;

EID: 0032078610     PISSN: 00012351     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

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2. Abt, S. R., andT. L. Johnson. 1991. Riprap design for overtopping flow. J. Hydr. Engng., ASCE 117(8):959-972.
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9. Rice, C. E., K. M. Robinson, and K. C. Kadavy. 1996. Rock riprap for grade control. In Proc. of ASCE North American Waterand Environment Congress, Anaheim, Calif., 22-28 June 1996. CDROM. New York, N.Y.: ASCE.
10. Rice, C. E., K. C. Kadavy, and K. M. Robinson. 1998a. Roughness of loose rock riprap on steep slopes. J. Hydr. Engng., ASCE 124(2): 179-185.
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13. Robinson, K. M., C. E. Rice, and K. C. Kadavy. 1997. Rock chutes for grade control. In Proc. Conf. on Management of Landscapes Disturbed by Channel Incision, 211-216, eds. S. S.Y. Wang, E. J. Langendoen, and F. D. Shields Jr., 19-23 May, The University of Mississippi, Oxford, Miss.
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