References
- Aberle, J. and Järvelä, J., 2013. Flow resistance of emergent rigid and flexible floodplain vegetation. Journal of Hydraulic Research, 51 (1), 33–45. doi: 10.1080/00221686.2012.754795
- Cheng, N., 2013. Calculation of drag coefficient for arrays of emergent circular cylinders with pseudofluid model. Journal of Hydraulic Engineering, 139 (6), 602–611. doi: 10.1061/(ASCE)HY.1943-7900.0000722
- Cheng, N. and Nguyen, H., 2011. Hydraulic radius for evaluating resistance induced by simulated emergent vegetation in open-channel flows. Journal of Hydraulic Engineering, 137 (9), 995–1004. doi: 10.1061/(ASCE)HY.1943-7900.0000377
- Huthoff, F., 2012. Theory for flow resistance caused by submerged roughness elements. Journal of Hydraulic Research, 50 (1), 10–17. doi: 10.1080/00221686.2011.636635
- James, C., et al., 2004. Flow resistance of emergent vegetation. Journal of Hydraulic Research, 42 (4), 390–398. doi: 10.1080/00221686.2004.9728404
- James, C.S., et al., 2008. Influence of foliage on flow resistance of emergent vegetation. Journal of Hydraulic Research, 46 (4), 536–542. doi: 10.3826/jhr.2008.3177
- Järvelä, J., 2002. Flow resistance of flexible and stiff vegetation: a flume study with natural plants. Journal of Hydrology, 269, 44–54. doi: 10.1016/S0022-1694(02)00193-2
- Järvelä, J., 2004. Determination of flow resistance caused by non-submerged woody vegetation. International Journal of River Basin Management, 2 (1), 61–70. doi: 10.1080/15715124.2004.9635222
- Jordanova, A., James, C. and Birkhead, A., 2006. Practical estimation of flow resistance through emergent vegetation. Proceedings of the ICE-Water Management, 159 (3), 173–181.
- Kim, S.J., and Stoesser T., 2011. Closure modeling and direct simulation of vegetation drag in flow through emergent vegetation. Water Resources Research, 47 (10), WR010561. doi: 10.1029/2011WR010561
- Kothyari, U.C., Hayashi, K. and Hashimoto, H., 2009. Drag coefficient of unsubmerged rigid vegetation stems in open channel flows. Journal of Hydraulic Research, 47 (6), 691–699. doi: 10.3826/jhr.2009.3283
- Marjoribanks, T.I., et al., 2014. High-resolution numerical modelling of flow-vegetation interactions. Journal of Hydraulic Research, 52 (6), 775–793. doi: 10.1080/00221686.2014.948502
- Nepf, H.M., 1999. Drag, turbulence, and diffusion in flow through emergent vegetation. Water Resources Research, 35 (2), 479–489. doi: 10.1029/1998WR900069
- Petryk, S. and Bosmajian, G., 1975. Analysis of flow through vegetation. Journal of the Hydraulics Division, 101 (7), 871–884.
- Shields, J.R., F.D. and Gippel, C.J., 1995. Prediction of effects of woody debris removal on flow resistance. Journal of Hydraulic Engineering, 121 (4), 341–354. doi: 10.1061/(ASCE)0733-9429(1995)121:4(341)
- Shiono, K., et al., 2012. Modeling of vegetated rivers for inbank and overbank flows. In: Proceedings of the international conference on Fluvial Hydraulics: River Flow, September 5–7, San Jose, Costa Rica, 263–269.
- Stoesser, T., Kim, S.J. and Diplas, P., 2010. Turbulent flow through idealized emergent vegetation. Journal of Hydraulic Engineering, 136 (12), 1003–1017. doi: 10.1061/(ASCE)HY.1943-7900.0000153
- Stone, B. and Shen, H., 2002. Hydraulic resistance of flow in channels with cylindrical roughness. Journal of Hydraulic Engineering, 128 (5), 500–506. doi: 10.1061/(ASCE)0733-9429(2002)128:5(500)
- Sun, X. and Shiono, K., 2009. Flow resistance of one-line emergent vegetation along the floodplain edge of a compound open channel. Advances in Water Resources, 32 (3), 430–438. doi: 10.1016/j.advwatres.2008.12.004
- Tanino, Y. and Nepf, H., 2008. Laboratory investigation of mean drag in a random array of rigid, emergent cylinders. Journal of Hydraulic Engineering, 134 (1), 34–41. doi: 10.1061/(ASCE)0733-9429(2008)134:1(34)
- Terrier, B., et al., 2010. Influence of vegetation to boundary shear stress in open channel for overbank flow. In: Dittrich, A., Koll, K. and Aberle, J., eds. River Flow 2010. Bundesanstalt für Wasserbau. ISBN 978-3-939230-00-7, 1–8.
- Tsihrintzis, V., et al., 2001. Discussion and closure: variation of roughness coefficients for unsubmerged and submerged vegetation. Journal of Hydraulic Engineering, 127 (3), 241–245. doi: 10.1061/(ASCE)0733-9429(2001)127:3(241)
- Wu, F.C., Shen, H.W. and Chou, Y.J., 1999. Variation of roughness coefficients for unsubmeged and submerged vegetation. Journal of Hydraulic Engineering, 125 (9), 934–942. doi: 10.1061/(ASCE)0733-9429(1999)125:9(934)
- Wunder, S., Lehmann, B. and Nestmann, F., 2011. Determination of the drag coefficients of emergent and just submerged willows. International Journal of River Basin Management, 9 (3–4), 231–236. doi: 10.1080/15715124.2011.637499
- Yagci, O. and Kabdasli, M.S., 2008. The impact of single natural vegetation elements on flow characteristics. Hydrological Processes, 22, 4310–4321. doi: 10.1002/hyp.7018