Open-channel capacity determination using hydraulic performance graph

Journal of Hydraulic Engineering

Volumn 126, Issue 2, 2000, Pages 112-122

  Yen, Ben Chie ^a   González Castro, Juan A ^a  

^a UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CAPACITY; CHANNEL FLOW; HYDRAULIC PERFORMANCE; OPEN CHANNEL FLOW;

EID: 0343729863     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2000)126:2(112)     Document Type: Article

References (6)

1. Bakhmeteff, B. A. (1932). Hydraulics of open channels. McGraw-Hill, New York.
2. Chow, V. T. (1959). Open-channel hydraulics. McGraw-Hill, New York.
3. HEC-RAS manual. (1998). U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, Calif.
4. Illinois Department of Transportation, Division of Water Resources. (1986). "Boneyard Creek strategic planning study for flood control, Champaign County, Illinois." Rep. DOWR/SPS/86-002, Springfield, Ill.
5. Yen, B. C. (1993). "Closure to 'Dimensionally homogeneous Manning's formula.'" J. Hydr. Engrg., ASCE, 119(12), 1443-1445.
6. Yen, B. C., and Gonzalez, J. A. (1994). "Determination of Boneyard Creek flow capacity by hydraulic performance graph." Res. Rep. No. 219, Water Resources Center, University of Illinois at Urbana-Champaign, Urbana, Ill.