Variation of Roughness Coefficients for Unsubmerged and Submerged Vegetation
@article{Wu1999VariationOR, title={Variation of Roughness Coefficients for Unsubmerged and Submerged Vegetation}, author={Fu‐Chun Wu and Hsieh Wen Shen and Yi‐Ju Chou}, journal={Journal of Hydraulic Engineering}, year={1999}, volume={125}, pages={934-942} }
This paper investigates the variation of the vegetative roughness coefficient with the depth of flow. A horsehair mattress is used in the experimental study to simulate the vegetation on the watercourses. Test results reveal that the roughness coefficient reduces with increasing depth under the unsubmerged condition. However, when fully submerged, the vegetative roughness coefficient tends to increase at low depths but then decrease to an asymptotic constant as the water level continues to rise…
Figures and Tables from this paper
383 Citations
Study on the flow of water through non- submerged vegetation
- Environmental Science, Engineering
- 2005
Vegetation is an important feature of many rivers. Vegetation along rivers produces high resisatnce to flow and, as a result, has a large impact on water levels in rivers and lakes. This paper…
Analysis of Manning’s and Drag Coefficients for Flexible Submerged Vegetation
- Environmental Science
- 2017
Accurate determination of flow resistance is of great significance in modelling of open channels that will convey water efficiently. Although, resistance or drag induced by vegetation have been…
Determining drag coefficients and their application in modelling of turbulent flow with submerged vegetation
- Engineering, Environmental Science
- 2014
MANNING ROUGHNESS COEFFICIENT FOR GRASS-LINED CHANNEL
- Geography
- 2006
A laboratory study has been conducted to analyze the effects of different types of vegetation on the Manning roughness coefficient, n in an open channel, and to develop relationships between the…
A phenomenological model for the flow resistance over submerged vegetation
- Environmental Science, Mathematics
- 2012
The bulk velocity Ub in streams is conventionally estimated from Manning's equation, but difficulties remain in parameterizing the roughness coefficient n when the streambed is covered with…
Study on Flow Resistance through Vegetated Area
- Engineering
- 2008
There are two types of the resistances of the vegetation: submerged and unsumberged. This study focuses on the submerged type to investigate the influence of different vegetated density on the…
Manning roughness coefficient in vegetated open channels
- EngineeringWater Science
- 2020
ABSTRACT Manning equation is one of the most common equations used in estimating the mean velocity and discharge in open channels. The equation depends on some measured hydraulic parameters as water…
References
SHOWING 1-10 OF 27 REFERENCES
Nonrigid, Nonsubmerged, Vegetative Roughness on Floodplains
- Engineering, Environmental Science
- 1997
Individual pine and cedar tree saplings and branches were used to model the resistance to flow in a water flume for nonsubmerged and nonrigid vegetation to determine the amount that streamlining…
Frictional Resistance of Overland Flow on Tropical Turfed Slope
- Geology
- 1992
Based on the field experiments conducted on a slope consisting of cow grass (Axonopus Compressus), the study presents the frictional resistance of overland flow on the turfed slope. The rigid stems…
Manning's Roughness for Artificial Grasses
- Mathematics
- 1976
Roughnesses of three types of artificial grass are investigated. Artificial grass consists of a mattress that simulates the soil surface where groups of grass are fixed in longitudinal and radial…
Analysis of Flow through Vegetation
- Engineering
- 1975
The Manning n value is quantitatively evaluated for flow in heavily vegetated channels. Momentum analysis shows that the composite n value as a function of flow depth is dependent on the bottom…
Flow Resistance in Broad Shallow Grassed Channels
- Engineering
- 1976
Resistance to sheet flows over natural turf surface is investigated experimentally. The formulation of a functional relationship between the resistance coefficient and controlling parameters for…
Flow Resistance in Vegetated Waterways
- Engineering
- 1981
ABSTRACT Anew method to determine the flow capacity of a vegetated channel is presented. The method uses the vegetation's length and stiffness as parameters. Graphs of field data of Manning's n…
Overland flow in wetlands: vegetation resistance.
- Environmental Science
- 1990
Emergent wetland vegetation frequently provides most of the resistance to flow of surface water. Stems are typically spaced many diameters apart. Therefore, fluid friction should be computed from…
BIOMECHANICS OF VEGETATIVE CHANNEL LININGS
- Engineering
- 1980
A method to determine and apply the biomechanical properties of vegetative channel linings is presented. The method is used to evaluate the stiffness of vegetation commonly used to protect earth…
EFFECT OF TALL VEGETATIONS ON FLOW AND SEDIMENT
- Engineering
- 1973
A mathematical model to estimate the resistance of flow due to various groupings of tall vegetations (such as trees on flood plains) on the order of flow depth is given. The relative effect of…
Flow Retardance in Vegetated Channels
- Engineering
- 1969
A quasi-theoretical analysis has been given for the flow retardance in vegetated channels. Based on this, a logarithmic flow formula has been derived for flow in these channels. The analysis has been…