CONTRIBUTION TO THE STUDY OF THE FLOW RESISTANCE IN A FLUME WITH ARTIFICIAL EMERGENT VEGETATION
Abstract
Vegetation growing in the water along rivers has been the subject of several studies since it was recognized that it could have a significant impact on the water flow. It may increases resistance to flow and causes higher water levels. Also, it has affects on the turbulent structure such as the mean velocity profiles. For flow of water through emergent vegetation, previous investigations show different results. Hence, better knowledge on its impact on flow conditions is needed. The purpose of this paper is to investigate, how density and placement of emergent vegetation influence flow resistance, water depth and velocity profile. Experiments using artificial vegetation selected to simulate emergent vegetation were carried out in a laboratory flume instead of natural channel, and Manning’s n is used to denote the resistance coefficient. The results show large variations in the Manning resistance coefficient with depth of flow and vegetative density. Vegetation causes resistance to flow; it reduces flow velocities and increases water depth. For the vegetation densities considered, the presence of foliage significantly reduces the mean velocities. Also mean velocity profile is set by the vertical structure of the vegetative drag.
Keywords
Full Text:
PDFReferences
ABERLE J., JÄRVELÄ J. (2013). Flow resistance of emergent rigid and flexible floodplain vegetation. Journal of Hydraulic Research, 51 (1), pp. 33-45.
CHENG N. (2011). Hydraulic radius for evaluating resistance induced by simulated emergent vegetation in open-channel flows. Journal of Hydraulic Engineering, 137 (9), pp. 995–1004.
DAVID L. (2008). Flow through Rigid Vegetation Hydrodynamics, Thesis of Master of Science, Virginia Polytechnic Institute and State University.
HU Z., STIVE M., ZITMAN T., SUZUKI T. (2012). Drag coefficient of vegetation in flow modeling. Proc. 33rd Int. Conf. on Coastal Engineering, Santander, Spain.
JAMES C. S., BIRKHEAD A.L., JORDANOVA A.A., O'SULLIVAN J. J. (2004). Flow resistance of emergent vegetation. Journal of Hydraulic Research, 42 (4), pp. 390-398.
JÄRVELÄ J. (2002). Flow resistance of flexible and stiff vegetation: a flume study with natural plants. Journal of Hydrology, 269, pp. 44-54.
NADEN P., RAMESHWARAN P., MOUNTFORD O., ROBERTSON C. (2006). The influence of macrophyte growth, typical of eutrophic conditions, on river flow velocities and turbulence production. Journal of Hydrological Processes, 20, pp 3915 - 3938.
NEPF H. M., VIVONI E. R. (2000). Flow structure in depth-limited vegetated flow. Journal of Geophysical Research, 105, pp. 28547-28557.
STONE B., SHEN, H. (2002). Hydraulic Resistance of Flow in Channels with Cylindrical Roughness. Journal of Hydraulic Engineering, 128 (5), pp. 500–506.
TANINO Y., NEPF H. (2008). Laboratory investigation of mean drag in a random array of rigid, emergent cylinders. Journal of Hydraulic Engineering, 134 (1), pp. 34–41.
WU F.C., SHEN H.W., CHOU Y.J. (1999). Variation of Roughness Coefficients for Unsubmerged and Submerged Vegetation. Journal of Hydraulic Engineering, 125 (9), pp. 934-942.
YANG K., CAO S., KNIGHT D.W. (2007). Flow patterns in compound channels with vegetated floodplains. Journal of Hydraulic Engineering, 133 (2), pp. 148 - 159.
Refbacks
- There are currently no refbacks.
This work is licensed under a Creative Commons Attribution 3.0 License.