Roughness coefficients of vegetated flood plains;Coefficients de rugosite des plaines d’inondation recouvertes de vegetation

Journal of Hydraulic Research

Volumn 12, Issue 1, 1974, Pages 43-63

  Klaassen, G J ^a   van der Zwaard, J J ^b  

^a Maas River Study Division ^*  (Netherlands)

^b WL DELFT HYDRAULICS   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

CHEZY COEFFICIENTS; FLOOD PLAINS; HEDGES AND ORCHARDS; HIGH DISCHARGES; MODEL TESTS; NETHERLANDS; NUMBER OF TREES PER UNIT AREA; RIVER MAAS; ROUGHNESS; ROUGHNESS COEFFICIENTS OF VEGETATED FLOOD PLAINS; SPACING BETWEEN HEDGEROWS; VEGETATION; WATER DEPTH OVER FLOOD PLAINS;

FLOOD CONTROL;

EID: 0345767053     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221687409499757     Document Type: Article

References (7)

1. Rijkswaterstaat, Directie Bovenrivieren, Section River Studies, Electronic computations of water levels in rivers during high discharges. Rijkswaterstaat Communications No. 9, 1969, 28 pp.
2. Ven Te Chow, Open Channel Hydraulics, McGraw-Hill Book Cy., 1959.
3. International Organization for Standardizations, Liquid flow measurements in open channels by slope and area method, ISO recommendations, R 1070, 1st ed., 1969, 12 pp.
4. Bruk, S. and Z. Volf, Determination of roughness coefficients for very irregular rivers with large flood plains, Proc. 12th Congr. IAHR, paper A 12, 5 pp.
5. Sadeh, W. Z., J. E. Germak and T. Kawatani, Flow over high roughness elements, Boundary - Layer Meteorology, 1, 1971, pp. 321-344.
6. Waterloopkundig Laboratorium Delft, Begroeiingsweerstand in het winterbed van de Maas, Verslag modelonderzoek M 1056, 1970, maart.
7. Graf, W. H. and S. C. Ko, Tests on cylinders in turbulent flow, Proc. Am. Soc. Civ. Engrs., 97, 1971, No. HY 8, pp. 1265-1267.