Discharge and velocity variation of flows in open channels partially covered with different layered vegetation

Xiaonan Tang; Yutong Guan; Hamidreza Rahimi; Prateek Singh; Yujia Zhang

doi:10.1051/e3sconf/202126903001

All issues

Volume 269 (2021)

E3S Web Conf., 269 (2021) 03001

References

Open Access

Issue		E3S Web Conf. Volume 269, 2021 2021 International Conference on Environmental Engineering, Agricultural Pollution and Hydraulical Studies (EEAPHS 2021)


Article Number		03001
Number of page(s)		5
Section		Hydraulical Studies
DOI		https://doi.org/10.1051/e3sconf/202126903001
Published online		09 June 2021

J. Curran, W. Hession, Vegetative impacts on hydraulics and sediment processes across the fluvial system, Journal of Hydrology, 505, 364–376 (2013) [Google Scholar]
J. Zhang, W. Huai, H. Shi, W. Wang, Estimation of the longitudinal dispersion coefficient using a two- zone model in a channel partially covered with artificial emergent vegetation, Environmental Fluid Mechanics, (2020), DOI: 10.1007/s10652-020-09766-2 [Google Scholar]
H. Nepf, E. Vivoni, Flow structure in depthlimited vegetated flow, Journal of Geophysical Research: Oceans, 105 (C12): 28547-57 (2000) [Google Scholar]
J. Gu, Y. Shan, C. Liu, X. Liu, Feedbacks of flow and bed morphology from a submerged dense vegetation patch without upstream sediment supply, Environmental Fluid Mechanics, 19 (2), 475–493 (2019) [Google Scholar]
E.M. Follett, H.M. Nepf, Sediment patterns near a model patch of reedy emergent vegetation, Geomorphology, 179, 141–151 (2012) [Google Scholar]
B. M. Stone, H. T. Shen, Hydraulic resistance of flow in channels with cylindrical roughness, Journal of Hydraulic Engineering, 128 (5), 500506 (2002) [Google Scholar]
F. Yang, W. Huai, Y. Zheng, New dynamic twolayer model for predicting depth-averaged velocity in open-channel flows with rigid submerged canopies of different densities, Advances in Water Resources, 138. 103553 (2020) [Google Scholar]
X. Tang, S. Ali, Evaluation of methods for predicting velocity profiles in open channel flows with submerged rigid vegetation, in Proceedings of the 35th IAHR World Congress, 4, B1, Sept. 813, 2013, Chengdu, China (2013) [Google Scholar]
X. Tang, A mixing-length-scale-based analytical model for predicting velocity profiles of openchannel flows with submerged rigid vegetation, Water and Environment Journal, 33 (4): 610-619 (2019) [Google Scholar]
X. Tang, Evaluating two-layer models for velocity profiles in open-channels with submerged vegetation, Journal of Geoscience and Environment Protection, 7 (1): 68-80 (2019) [Google Scholar]
W. Huai, Y. Zeng, Z. Xu, Z. Yang, Three-layer model for vertical velocity distribution in open channel flow with submerged rigid vegetation, Advances in Water Resources, 32 (4), 487-492 (2009) [Google Scholar]
X. Tang, An improved analytical model for vertical velocity distribution of vegetated channel flows, Journal of Geoscience and Environment Protection, 7 (4): 42-60 (2019) [Google Scholar]
X. Tang, D. W. Knight, Lateral distributions of streamwise velocity in compound channels with partially vegetated floodplains, Science in China Series E: Technological Sciences, 52 (11): 3357-3362 (2009) [Google Scholar]
X. Tang, M. Sterling, D. Knight, A general analytical model for lateral velocity distributions in vegetated channels, in River Flow 2010: 469-476, (Karlsruhe, 2010) [Google Scholar]
X. Tang, D. W. Knight, M. Sterling, Analytical model of streamwise velocity in vegetated channels, Proceedings of the Institute of Civil Engineers: Engineering and Computational Mechanics, 164 (2), 91-102 (2011) [Google Scholar]
C. Yan, Y. Shan, W. Sun, C. Liu, X. Liu, Modeling the longitudinal profiles of streamwise velocity in an open channel with a model patch of vegetation, Environmental Fluid Mechanics, 20: 1441-1462 (2020) [Google Scholar]
T. Okamoto, I. Nezu, Spatial evolution of coherent motions in finite‐length vegetation patch flow, Environmental Fluid Mechanics, 13, 417-434 (2013) [Google Scholar]
B. L. White, H. M. Nepf, A vortex-based model of velocity and shear stress in a partially vegetated shallow channel, Water Resources Research, 44 (1): W01412 (2008) [Google Scholar]
V. Chembolu, R. Kakati, S. Subashisa Dutta, A laboratory study of flow characteristics in natural heterogeneous vegetation patches under submerged conditions, Advances in Water Resources, 133: 103418 (2019) [Google Scholar]
D. Liu, P. Diplas, C. C. Hodges, J. D. Fairbanks, Hydrodynamics of flow through double layer rigid vegetation, Geomorphology, 116 (3-4), 286--296 (2010) [Google Scholar]
H. Rahimi, X. Tang, P. Singh, M. Li, S. Alaghmand, Open channel flow within and above a layered vegetation: Experiments and first-order closure modelling, Advances in Water Resources, 137 (3): 103527 (2020) [Google Scholar]
P. Singh, H. Rahimi, X. Tang, Parameterization of the modeling variables in velocity analytical solutions of open-channel flows with doublelayered vegetation, Environmental Fluid Mechanics, 19 (3): 765-784 (2019) [Google Scholar]
H. Rahimi, X. Tang, P. Singh, Experimental and numerical study on impact of double layer vegetation in open channel flows, Journal of Hydrologic Engineering, 25 (2): 04019064 (2020) [Google Scholar]
X. Tang, Y. Guan, Y. Zhang, W. Zhang, T. Liu, X. Yi, Effect of vegetation on the Flow of a partiallyvegetated channel. IOP Conf. Series: Earth and Environmental Science, 668, 012050, IOP Publishing (2021), DOI: 10.1088/17551315/668/1/012050 [Google Scholar]
X. Tang, H. Rahimi, Y. Guan, Y. Wang, Hydraulic characteristics of open-channel flow with partially-placed double layer vegetation, Environmental Fluid Mechanics, 2021, DOI: 10.1007/s10652-020-09775-1. [Google Scholar]
X. Tang, H. Rahimi, P. Singh, Z. Wei, Y. Wang, Y. Zhao, Experimental study of open-channel flow with partial double-layered vegetation, in Proceeding of E3S Web of Conferences (EDP Sciences, 2019) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.

[1] J. Curran, W. Hession, Vegetative impacts on hydraulics and sediment processes across the fluvial system, Journal of Hydrology, 505, 364–376 (2013) [Google Scholar]

[2] J. Zhang, W. Huai, H. Shi, W. Wang, Estimation of the longitudinal dispersion coefficient using a two- zone model in a channel partially covered with artificial emergent vegetation, Environmental Fluid Mechanics, (2020), DOI: 10.1007/s10652-020-09766-2 [Google Scholar]

[3] H. Nepf, E. Vivoni, Flow structure in depthlimited vegetated flow, Journal of Geophysical Research: Oceans, 105 (C12): 28547-57 (2000) [Google Scholar]

[4] J. Gu, Y. Shan, C. Liu, X. Liu, Feedbacks of flow and bed morphology from a submerged dense vegetation patch without upstream sediment supply, Environmental Fluid Mechanics, 19 (2), 475–493 (2019) [Google Scholar]

[5] E.M. Follett, H.M. Nepf, Sediment patterns near a model patch of reedy emergent vegetation, Geomorphology, 179, 141–151 (2012) [Google Scholar]

[6] B. M. Stone, H. T. Shen, Hydraulic resistance of flow in channels with cylindrical roughness, Journal of Hydraulic Engineering, 128 (5), 500506 (2002) [Google Scholar]

[7] F. Yang, W. Huai, Y. Zheng, New dynamic twolayer model for predicting depth-averaged velocity in open-channel flows with rigid submerged canopies of different densities, Advances in Water Resources, 138. 103553 (2020) [Google Scholar]

[8] X. Tang, S. Ali, Evaluation of methods for predicting velocity profiles in open channel flows with submerged rigid vegetation, in Proceedings of the 35th IAHR World Congress, 4, B1, Sept. 813, 2013, Chengdu, China (2013) [Google Scholar]

[9] X. Tang, A mixing-length-scale-based analytical model for predicting velocity profiles of openchannel flows with submerged rigid vegetation, Water and Environment Journal, 33 (4): 610-619 (2019) [Google Scholar]

[10] X. Tang, Evaluating two-layer models for velocity profiles in open-channels with submerged vegetation, Journal of Geoscience and Environment Protection, 7 (1): 68-80 (2019) [Google Scholar]

[11] W. Huai, Y. Zeng, Z. Xu, Z. Yang, Three-layer model for vertical velocity distribution in open channel flow with submerged rigid vegetation, Advances in Water Resources, 32 (4), 487-492 (2009) [Google Scholar]

[12] X. Tang, An improved analytical model for vertical velocity distribution of vegetated channel flows, Journal of Geoscience and Environment Protection, 7 (4): 42-60 (2019) [Google Scholar]

[13] X. Tang, D. W. Knight, Lateral distributions of streamwise velocity in compound channels with partially vegetated floodplains, Science in China Series E: Technological Sciences, 52 (11): 3357-3362 (2009) [Google Scholar]

[14] X. Tang, M. Sterling, D. Knight, A general analytical model for lateral velocity distributions in vegetated channels, in River Flow 2010: 469-476, (Karlsruhe, 2010) [Google Scholar]

[15] X. Tang, D. W. Knight, M. Sterling, Analytical model of streamwise velocity in vegetated channels, Proceedings of the Institute of Civil Engineers: Engineering and Computational Mechanics, 164 (2), 91-102 (2011) [Google Scholar]

[16] C. Yan, Y. Shan, W. Sun, C. Liu, X. Liu, Modeling the longitudinal profiles of streamwise velocity in an open channel with a model patch of vegetation, Environmental Fluid Mechanics, 20: 1441-1462 (2020) [Google Scholar]

[17] T. Okamoto, I. Nezu, Spatial evolution of coherent motions in finite‐length vegetation patch flow, Environmental Fluid Mechanics, 13, 417-434 (2013) [Google Scholar]

[18] B. L. White, H. M. Nepf, A vortex-based model of velocity and shear stress in a partially vegetated shallow channel, Water Resources Research, 44 (1): W01412 (2008) [Google Scholar]

[19] V. Chembolu, R. Kakati, S. Subashisa Dutta, A laboratory study of flow characteristics in natural heterogeneous vegetation patches under submerged conditions, Advances in Water Resources, 133: 103418 (2019) [Google Scholar]

[20] D. Liu, P. Diplas, C. C. Hodges, J. D. Fairbanks, Hydrodynamics of flow through double layer rigid vegetation, Geomorphology, 116 (3-4), 286--296 (2010) [Google Scholar]

[21] H. Rahimi, X. Tang, P. Singh, M. Li, S. Alaghmand, Open channel flow within and above a layered vegetation: Experiments and first-order closure modelling, Advances in Water Resources, 137 (3): 103527 (2020) [Google Scholar]

[22] P. Singh, H. Rahimi, X. Tang, Parameterization of the modeling variables in velocity analytical solutions of open-channel flows with doublelayered vegetation, Environmental Fluid Mechanics, 19 (3): 765-784 (2019) [Google Scholar]

[23] H. Rahimi, X. Tang, P. Singh, Experimental and numerical study on impact of double layer vegetation in open channel flows, Journal of Hydrologic Engineering, 25 (2): 04019064 (2020) [Google Scholar]

[24] X. Tang, Y. Guan, Y. Zhang, W. Zhang, T. Liu, X. Yi, Effect of vegetation on the Flow of a partiallyvegetated channel. IOP Conf. Series: Earth and Environmental Science, 668, 012050, IOP Publishing (2021), DOI: 10.1088/17551315/668/1/012050 [Google Scholar]

[25] X. Tang, H. Rahimi, Y. Guan, Y. Wang, Hydraulic characteristics of open-channel flow with partially-placed double layer vegetation, Environmental Fluid Mechanics, 2021, DOI: 10.1007/s10652-020-09775-1. [Google Scholar]

[26] X. Tang, H. Rahimi, P. Singh, Z. Wei, Y. Wang, Y. Zhao, Experimental study of open-channel flow with partial double-layered vegetation, in Proceeding of E3S Web of Conferences (EDP Sciences, 2019) [Google Scholar]