Use of conventional flow resistance equations and a model for the Nikuradse roughness in vegetated flows at high submergence

Arthington, A.H., Naiman, R.J., McClain, M.E., Nilsson, C., 2010. Preserving the biodiversity and ecological services of rivers: new challenges and research opportunities. Freshwater Biology, 55, 1-16.10.1111/j.1365-2427.2009.02340.xOpen DOISearch in Google Scholar

Augustijn, D.C.M., Huthoff, F., van Velzen, E.H., 2008. Comparison of vegetation roughness descriptions. In: Proceedings of International Conferences on Fluvial Hydraulics (River Flow), Cezme, Izmir, Turkey, pp. 343-350.Search in Google Scholar

Babovic, V., 2000. Data mining and knowledge discovery in sediment transport. Computer-Aided Civil and Infrastructure Engineering, 15, 5, 383-389. DOI: 10.1111/0885-9507.00202.10.1111/0885-9507.00202Open DOISearch in Google Scholar

Babovic, V., Keijzer, M., Aquilera, D.R., Harrington, J., 2001. An evolutionary approach to knowledge induction: Genetic programming in hydraulic engineering. Proceedings of the World Water and Environmental Resources Congress, 111, 64-64.10.1061/40569(2001)64Search in Google Scholar

Babovic, V., 2009. Introducing knowledge into learning based on genetic programming. Journal of Hydroinformatics, 11, 3-4, 181-193. 10.2166/hydro.2009.041Open DOISearch in Google Scholar

Baptist, M.J., Babovic, V., Rodriguez Uthurburu, J., Keuzer, M., Uittenbogaard, R.E., Mynett, A., Verwey, A., 2007. On inducing equations for vegetation resistance. J. Hydraul. Res., 45, 4, 435-450.10.1080/00221686.2007.9521778Open DOISearch in Google Scholar

Bazin, H., 1865. Mémoires présentés par divers savants à l'Académie des Sciences, Paris, France, Vol. 19, 1-494.Search in Google Scholar

Cheng, N.S., 2011. Representative roughness height of submerged vegetation. Water Resour. Res., 47, W08517.10.1029/2011WR010590Search in Google Scholar

Chow, V.T., 1988. Open Channel Hydraulics. Mc-Graw Hill, New York, NY, USA. Search in Google Scholar

Colebrook, C.F., 1939. Turbulent flow in pipes, with particular reference to the transition between the smooth and rough pipe laws. J. Instn. Civ. Engrs. Eng., 11, 133-156.10.1680/ijoti.1939.13150Search in Google Scholar

De Bos, W.P., Bijkerk, C., 1963. A new monogram for the calculation of water courses. Cultuurtech Tijdschrift, 3, 149-155. (In Dutch.)Search in Google Scholar

Dunn, C., Lopez, F., Garcia, M., 1996. Mean flow and turbulence in a laboratory channel with simulated vegetation. Hydrosystems Lab. Hydraulic Eng. Ser. 51, UIUL-ENG-96-2009, 148 pp., Univ. of Illinois at Urbana-Champaign, Urbana, Illinois, IL, USA. Search in Google Scholar

Galema, A., 2009. Vegetation resistance: evaluation of vegetation resistance descriptors for flood management. MSc Thesis. University of Twente, Enschede, The Netherlands.Search in Google Scholar

Gioia, G., Bombardelli, F.A., 2002. Scaling and similarity in rough channel flows. Phys. Rev. Lett., 88, 1, 14501-14504.10.1103/PhysRevLett.88.01450111800954Search in Google Scholar

Harris, E.L., Babovic, V., Falconer, R.A., 2003. Velocity predictions in compound channels with vegetated floodplains using genetic programming. International Journal of River Basin Management, 1, 2, 117-123.10.1080/15715124.2003.9635198Open DOISearch in Google Scholar

Huthoff, F., 2009. Estimating equivalent roughness lengths based on wake sizes. In: Proceedings of 33rd IAHR Congress, Vancouver, Canada (CD-ROM), pp. 1183-1190.Search in Google Scholar

Huthoff, F., 2012. Theory for flow resistance caused by submerged roughness elements. J. Hydraul. Res., 50, 1, 10-17.10.1080/00221686.2011.636635Open DOISearch in Google Scholar

Huthoff, F., Augustijn, D.C.M., 2006. Hydraulic resistance of vegetation: predictions of average flow velocities based on a rigid-cylinders analogy. Civil Engineering & Management Report 2006R-001/WEM-003, University of Twente, Twente, The Netherlands.Search in Google Scholar

Huthoff, F., Augustijn, D.C.M., Hulscher, S.J.M.H., 2007. Analytical solution of the depth-averaged flow velocity in case of submerged rigid cylindrical vegetation. Water Resour. Res., 43, W06413.10.1029/2006WR005625Search in Google Scholar

Keijzer, M., Babovic, V., 2002. Declarative and preferential bias in GP-based scientific discovery. Genetic Programming and Evolvable Machines, 3, 1, 41-79.10.1023/A:1014596120381Open DOISearch in Google Scholar

Keulegan, G.H., 1938. Laws of turbulent flow in open channels. Research paper RP1151, J. Res. Nat. Bur. Stand., 121, 6, 707-741.10.6028/jres.021.039Search in Google Scholar

Klopstra, D., Barneveld, H.J., Van Noortwijk, J.M., Van Velzen, E.H., 1997. Analytical model for hydraulic roughness of submerged vegetation. In: Proceedings 27th IAHR Congress, San Francisco, CA, USA, pp. 775-780.Search in Google Scholar

Konings, A.G., Katul, G.G., Thompson, S.E., 2012. A phenomenological model for the flow resistance over submerged vegetation. Water Resour. Res., 48, W02522.10.1029/2011WR011000Search in Google Scholar

Kouwen, N., 1992. Modern approach to design of grassed channels. J. Irrig. Drain. Eng., 118, 5, 733-743.10.1061/(ASCE)0733-9437(1992)118:5(733)Search in Google Scholar

Lopez, F., Garcia, M., 1997. Open-channel flow through simulated vegetation: turbulence modeling and sediment transport. Wetlands Research Program Technical Report WRP-CP-10, Dept. of Civil Eng., Univ. of Illinois at Urbana-Champaign, Urbana, Illinois, IL, USA.Search in Google Scholar

Lopez, F., Garcia, M., 2001. Mean flow and turbulence structure of open-channel flow through non-emergent vegetation. J. Hydraul. Eng., 127, 5, 392-402. 10.1061/(ASCE)0733-9429(2001)127:5(392)Search in Google Scholar

Marchi, E., 1961a. Il moto uniforme delle correnti liquide nei condotti chiusi ed aperti. L’Energia Elettrica, 38, 4, 289-301. (In Italian.)Search in Google Scholar

Marchi, E., 1961b. Il moto uniforme delle correnti liquide nei condotti chiusi ed aperti. L’Energia Elettrica, 38, 5, 393-413. (In Italian.)Search in Google Scholar

Marion, A., Nikora, V., Puijalon, S., Bouma, T., Koll, K., Ballio, F., Tait, S., Zaramella, M., Sukhodolov, A., O'Hare, M., Wharton, G., Aberle, J., Tregnaghi, M., Davies, P., Nepf, H., Parker, G., Statzner, B., 2014. Aquatic interfaces: a hydrodynamic and ecological perspective. J. Hydraul. Res., 52, 6, 744-758.10.1080/00221686.2014.968887Open DOISearch in Google Scholar

Meijer, D.G., Van Velzen, E.H., 1999. Prototype-scale flume experiments on hydraulic roughness of submerged vegetation. In: Proceedings of 28th IAHR Congress, Graz, Austria.Search in Google Scholar

Nepf, H.M., 2012. Flow and transport in region with aquatic vegetation. Annu. Rev. Fluid Mech., 44, 123-142.10.1146/annurev-fluid-120710-101048Open DOISearch in Google Scholar

Nepf, H.M., 2012. Hydrodynamics of vegetated channels. J. Hydraul. Res., 50, 3, 262-279.10.1080/00221686.2012.696559Open DOISearch in Google Scholar

Nepf, H., Ghisalberti, M., 2008. Flow and transport in channels with submerged vegetation. ActaGeophysica, 56, 3, 753-777.10.2478/s11600-008-0017-ySearch in Google Scholar

Nepf, H.M., Vivoni, E.R., 2000. Turbulence structures in depth-limited, vegetated flow. J. Geophys. Res., 105, C12, 28547-28557.10.1029/2000JC900145Search in Google Scholar

Nezu, I., Sanjou, M., 2008. Turbulence structure and coherent motion in vegetated canopy open-channel flows. J. Hydro- Environ. Res., 2, 62-90.10.1016/j.jher.2008.05.003Search in Google Scholar

Poff, L.N., Allan, D.J., Bain, M.B., Karr, J.R., Prestegaard, K.L., Richter, B.D., Sparks, R.E., Stromberg, J.C., 1997. The natural flow regime: a paradigm for river conservation and restoration. BioScience, 47, 11, 769-784.10.2307/1313099Open DOISearch in Google Scholar

Poggi, D., Porporato, A., Ridolfi, L., Albertson, J.D., Katul, G.G., 2004. The effect of vegetation density on canopy sublayer turbulence. Boundary-Layer Meteorology, 111, 3, 565-587.10.1023/B:BOUN.0000016576.05621.73Search in Google Scholar

Sturm, T.W., 2001. Open Channel Hydraulics. Mc-Graw Hill, New York, NY, USA.10.1115/1.1421122Search in Google Scholar

Sturm, T.W., 2010. Open Channel Hydraulics. 2nd Ed. Mc- Graw Hill, New York, NY, USA.Search in Google Scholar

Stone, B.M., Shen, H.T., 2002. Hydraulic resistance of flow in channels with cylindrical roughness. J. Hydraul. Eng., 128, 5, 500-506.10.1061/(ASCE)0733-9429(2002)128:5(500)Search in Google Scholar

Stott, T., 2010. Fluvial geomorphology. Progress in Physical Geography, 34, 221-245.10.1177/0309133309357284Open DOISearch in Google Scholar

Strickler, A., 1923. Some contributions to the problem of velocity formula and roughness factors for rivers, canals, and closen conduits. Mitteilungen des eidgenössischen Amtes für Wasservirtschaft, Bern, Switzerland, no. 16. (In German.)Search in Google Scholar

Tsujimoto, T., Kitamura, T., 1990. Velocity profile of flow in vegetated-bottom channels. KHL Progressive Report, Hydraulic Laboratory, Kanazawa University, Kanazawa City, Japan.Search in Google Scholar

Tsujimoto, T., Shimizu, Y., Kitamura, T., Okada, T., 1992. Turbulent open-channel flow over bottom covered by rigid vegetation. J. Hydrosci. Hydraul. Eng., 10, 2, 13-25.Search in Google Scholar

Van Velzen, E.H., Jesse, P., Cornelissen, P., Coops, H., 2003. Stromingsweerstand vegetatie in uiterwaarden. Handbook, Part 1 and 2, RIZA Reports 2003.028 and 2003.029, Arnhern, The Netherlands.Search in Google Scholar

Vargas-Luna, A., Crosato, A., Uijttewaal, W.S.J., 2015. Effects of vegetation on flow and sediment transport: comparative analysis and validation of predicting models. Earth Surface and Landforms, 40, 157-176.10.1002/esp.3633Search in Google Scholar

Yang, W., Choi, S.U., 2010. A two layer approach for depthlimited open-channel flows with submerged vegetation. J. Hydraul. Res., 48, 4, 466-475.10.1080/00221686.2010.491649Open DOISearch in Google Scholar

Yan, J., 2008. Experimental study of flow resistance and turbulence characteristics of open channel flow with vegetation. Ph.D. Thesis. Hohai University, Hohai, China.Search in Google Scholar

Yen, B.C., 1992. Dimensionally homogeneous Manning’s formula. J. Hydraul. Eng., 118, 9, 1326-1332.10.1061/(ASCE)0733-9429(1992)118:9(1326)Search in Google Scholar

Yen, B.C., 2002. Open channel flow resistance. J. Hydraul. Eng., 128, 1, 20-39.10.1061/(ASCE)0733-9429(2002)128:1(20)Search in Google Scholar