Analysis of Manning coefficient for small-depth flows on vegetated beds

Hydrological Processes

Volumn 19, Issue 16, 2005, Pages 3221-3233

  Díaz, R García ^a  

^a Ciudad Universitaria s n   (Spain)

Author keywords

Flows; Manning coefficient; Roughness; Runoff velocity

Indexed keywords

APPROXIMATION THEORY; CALCULATIONS; RUNOFF; SURFACE ROUGHNESS; VEGETATION; VELOCITY;

FROUDE NUMBER; MANNING COEFFICIENT; RUNOFF VELOCITY; SMALL DEPTH FLOWS;

OPEN CHANNEL FLOW;

AQUATIC VEGETATION TYPE; HYDROLOGICAL MODELING; ROUGHNESS; RUNOFF;

EID: 27744461266     PISSN: 08856087     EISSN: None     Source Type: Journal    
DOI: 10.1002/hyp.5820     Document Type: Article

References (21)

1. Burman RD, Black RD. 1970. The inference of intake and hydraulics roughness parameters from plot runoff using kinematic wave theory. Transactions of the ASAE 13(4): 479-481.
2. Einstein HA, Banks RB. 1950. Fluid resistance of composite roughness. Transanctions, American Geophysical Union 31: 603-610.
3. Emmet WW. 1970. The hydraulics of overland flow on hillslopes. US Geological Survey Professional Papers 662-A.
4. Engman ET. 1986. Roughness coefficients for routing surface runoff. Journal of the American Society of Civil Engineers 112: 39-53.
5. Foster GR, Johnson CB, Moldenhauer WC. 1982. Hydraulics of failure of unanchored cornstalk and wheat Straw mulches for erosion control. Transactions of the ASAE 25(4): 940-947.
6. Jarret RD. 1990. Hydrological and hydraulic research in mountain rivers. Water Resources Bulletin 26: 419-429.
7. Jin CX, Römkens MJM, Griffioen F. 2001. Estimating Manning's roughness coefficient for shallow overland flow in non-submerged vegetative filter strips. Transactions of the ASAE 43: 1459-1466.
8. Kao DTY, Barfield BJ. 1978. Predictions of flow hydraulics for vegetated channels. Transactions of the ASAE 21(3): 489-494.
9. Kao DTY, Barfield BJ. 1982. Flow retardance in vegetated channels. Journal of Irrigation and Drainage Division, New York 108: 329-342.
10. Kowobari TS, Rice CE, Garton JE. 1972. Effect of roughness elements on hydraulic resistence for overland flow. Transactions of the ASAE 15: 979-984.
11. Neibling WH, Foster GR. 1977. Estimating deposition and sediment yield from overland flow processes. D.T. Kao. Procceding International Symposium on Urban Hydrology, Hydraulics and Sediment Control, Kao DT (ed.), University of Kentucky, Lexington, KY; 75-86.
12. Petryck S, Bosmamajian G. 1975. Analysis of flow through vegetative linings. J. Hydr. Div. ASCE 101(HY7): 871-884.
13. Ree WO, Palmer VJ. 1949. Flow of water in channels protected by vegetative lining. US Soil Conservation Service, Technical Bulletin No. 967.
14. Ree WO, Wimberley FL, Crow FR. 1977. Manning and the overland flow equation. Transactions of the ASAE 20(1): 89-95.
15. Robinson AR, Albertson ML. 1952. Artificial roughness standards for open channels. Transactions of the American Society off Civil Engineers 33(6): 1.
16. Sayer WW. 1961. Roughness spacing in rigid open channels. Journal of the Hydraulic Division 87(HY3): 121-150.
17. Taylor Jr RH, Brooks NH. 1962. Discussion of 'Resistance to flow in alluvial channels' by D. B. Simons and E. V. Richardson. Transactions of the American Society of Civil Engineers 127: 982-992.
18. Temple DM. 1980. Trantive force design of vegetated channels linings. Transactions of the American Society of Agricultural Engineers 23(4): 884-890.
19. Temple DM. 1982. Flow retardance of submerged grass channel linings. Transactions of the American Society of Agricultural Engineers 25(5): 1300-1303.
20. Temple DM. 1983. Design of grass-lined open channels. Transactions of the American Society of Agricultural Engineers 26: 1064-1069
21. USDA Soil Conservative Service. 1954. Engineering Handbook Hydraulics. USDA Soil Conservation Service: Washington DC, USA,