A hydraulic roughness model for submerged flexible vegetation with uncertainty estimation

Journal of Hydro-Environment Research

Volumn 9, Issue 2, 2015, Pages 268-280

  Busari, A O ^a   Li, C W ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Flexible vegetation; Hydraulic roughness; Inducing equation; Unscented transformation; Zero plane displacement

Indexed keywords

FLOW MEASUREMENT; HYDRAULIC FLUIDS; MATHEMATICAL TRANSFORMATIONS; UNCERTAINTY ANALYSIS;

HYDRAULIC ROUGHNESS; INDUCING EQUATION; LARGE DEFLECTION ANALYSIS; MANNING ROUGHNESS COEFFICIENT; ROUGHNESS COEFFICIENT; UNCERTAINTY ESTIMATION; UNSCENTED TRANSFORMATIONS; ZERO-PLANE DISPLACEMENT;

VEGETATION;

NUMERICAL MODEL; RIVER FLOW; SUBMERGED VEGETATION; TURBULENCE; UNCERTAINTY ANALYSIS; VELOCITY PROFILE;

EID: 84930041368     PISSN: 15706443     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jher.2014.06.005     Document Type: Article

References (35)

1. Baptist M.J., Babovic V., Keijzer M., Uttenbogaard R.E., Mynett A., Verwey A. On inducing equations for vegetation resistance. J. Hydraulic Res. 2007, 45(4):435-450.
2. Boller M.L., Carrington E. The hydrodynamic effects of shape and size during reconfiguration of a flexible macroalga. J. Exp. Biol. 2006, 209:1894-1903.
3. Bowmer K.H., Jacobs S.W.L., Sainty G.R. Indentification, biology and management of elodea canadensis, hydrocharitaceae. J. Aquatic Manag. 1995, 33:13-19.
4. Brian M.S., Shen H.T. Hydraulic resistance of flow in channels with cylindrical roughness. J. Hydraulic Eng. 2002, 128(5):500-506.
5. Busari A.O., Li C.W. A hydraulic roughness model for submerged flexible vegetation. Proc. 2013 IAHR Congress, Beijing 2013.
6. Carollo F.G., Ferro V., Termini D. Flow measurement in vegetated channels. J. Hydraulic Eng. 2002, 128(7):664-673.
7. Carollo F.G., Ferro V., Termini D. Flow resistance law in channels with flexible submerged vegetation. J. Hydraulic Eng. 2005, 131(7):554-564.
8. Cheng N.S. Representative roughness height of submerged vegetation. J. Water Resour. Res. 2011, 47:1-18.
9. Dunn C., Lopez F., Garcia M. Mean Flow and Turbulence in a Laboratory Channel with Simulated Vegetation. Civil Engineering Studies. Hydraulic Engineering Series No.51 1996.
10. Hofstra D.E., Gemmill C.E.C., Winton M.D. Preliminary Genetic Assessment of New Zealand Isoetes and Nitella, Using DNA Sequencing and RAPDs 2006, vol. 266. Science for Conservation.
11. Huai W., Chen Z., Han J. Mathematical model for the flow with submerged and emerged rigid vegetation. J. Hydrodynamics 2009, 21(5):722-729.
12. Ikeda S., Kanazawa M. Three dimensional organized vortices above flexible water plants. J. Hydraulic Eng. 1996, 122(11):634-640.
13. Jarvela J. Effect of submerged flexible vegetation on flow structure and resistance. J. Hydrology 2005, 307:233-241.
14. Julier S.J. The scaled unscented transformation. Proceedings of the American Control Conference, Anchorage 2002, vol. 6:4555-4559.
15. Kevin C., Johlene K., Paul C. Regional Guidelines for Ecological Assessments of Freshwater Environments: Aquatic Plants Cover in Wadeable Streams 2007, Environment Waikato Technical report 2006/47.
16. Kim K., Park C.G. Non-symmetric unscented transformation with application to in- flight alignment. Int. J. Control, Automation, Syst. 2010, 8(4):776-781.
17. Klopstra D., Barneveld H.J., Noortwijk J.M., Velzen E.H. Analytical model for hydraulic roughness of submerged vegetation. The 27th Congress of IAHR, San Francisco 1997, 775-780.
18. Kouwen N., Unny T.E. Flexible roughness in open channels. J. Hydraulic Div. ASCE 1973, 99(5):713-728.
19. Li C.W., Xie J.F. Numerical modeling of free surface flow over submerged and highly flexible vegetation. Adv. Water Resour. 2011, 34:468-477.
20. Li C.W., Zeng C. 3D numerical modeling of flow divisions at open channel junctions with or without vegetation. Adv. Water Resour. 2009, 32:46-60.
21. Lopez F., Garcia M.H. Mean flow turbulence structure of open-channel flow through non- emergent vegetation. J. Hydraulic Eng. 2001, 127(5):392-402.
22. Meijer D.G. Modelproeven Overstoomd Riet 1998, Technical report PR177, HKV Consultants, Lelystad, The Netherlands.
23. Menezes L.R., Soares A.J.M., Silva L.M., Ishihara J.Y. Using unscented transform as alternative to Monte Carlo in bit error rate calculations. Electron. Lett. 2013 2013, 49(10):675-677.
24. Nikora V., Scott L., Nina N., Koustuv D., Glenn C., Michael R. Hydraulic resistance due to aquatic vegetation in small streams: field study. J. Hydraulic Eng. 2008, 134(9):1326-1332.
25. Poggi D., Porporato A., Ridolfi L., Albertson J.D., Katul G.G. The effect of vegetation density on canopy sub-layer turbulence. Boundary-Layer Meteorol. 2004, 111:565-587.
26. Raupach M.R. Simplified expression for vegetation roughness length and zero-plane displacement as functions of canopy height and area index. Bound. Layer. Meteorol. 1994, 7:211-216.
27. Spalart P.R., Allmaras S.R. A one-equation turbulence model for aerodynamic flows. La Rech. Aerosp. 1994, 1(1):5-21.
28. Stephan U., Gutknecht D. Hydraulic resistance of submerged flexible vegetation. J. Hydrology 2002, 269:27-43.
29. Stéphanie M., Hervé D., Maxime S., Nicholas A. Fast parameter calibration of a cardiac electromechanical model from medical images based on the unscented transform. Biomech. Model Mechanobiol. 2013, 12:815-831.
30. Taka-aki O., Nezu I. Flow resistance law in open-channel flows with rigid and flexible vegetation. River Flow. 2010, 2010.
31. Van der Merwe R. Sigma-Point Kalman Filters for Probabilistic Inference in Dynamic State-space Models 2004, Doctoral thesis, Oregon Health & Science University, United State.
32. Velasco D., Bateman A., Medina V. A new integrated, hydro-mechanical model applied to flexible vegetation riverbeds. J. Hydraulic Res. 2008, 46(5):579-597.
33. Wilson C.A.M.E. Flow resistance models for flexible submerged vegetation. J. Hydrology 2007, 342:213-222.
34. Yang W., Choi S.U. A two-layer approach for depth-limited open-channel fl{ligature}ows with submerged vegetation. J. Hydraulic Res. 2010, 48(4):466-475.
35. Zeng C. Numerical and Experimental Studies of Flows in Open Channels with Gravel and Vegetation Roughnesses 2011, 197. PhD thesis, Department of Civil and Structural Engineering, The Hong Kong Polytechnic University.