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Journal articles on the topic 'Vegetated channels'

Author: Grafiati

Published: 13 April 2023

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1

Zhang, Ming Wu, Chun Bo Jiang, and He Qing Huang. "Lateral Distributions of Depth-Averaged Velocity in Compound Channels with Submerged Vegetated Floodplains." Applied Mechanics and Materials 641-642 (September 2014): 288–99. http://dx.doi.org/10.4028/www.scientific.net/amm.641-642.288.

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Lateral distributions of depth-averaged velocity in open compound channels with submerged vegetated floodplains are analyzed, based on an analytical solution to the depth-integrated Reynolds-Averaged Navier-Stokes equation with a term included to account for the effects of vegetation. The cases of open channels are: rectangular channel with submerged vegetated corner, and compound channel with submerged vegetated floodplain. The present paper proposes a method for predicting lateral distribution of the depth-averaged velocity with submerged vegetated floodplains. The method is based on a two-l

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2

Nepf, Heidi M. "Hydrodynamics of vegetated channels." Journal of Hydraulic Research 50, no. 3 (2012): 262–79. http://dx.doi.org/10.1080/00221686.2012.696559.

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3

Mohd Yusof, Muhammad Azizol, Suraya Sharil, and Wan Hanna Melini Wan Mohtar. "THE HYDRODYNAMIC CHARACTERISTICS FOR VEGETATIVE CHANNEL WITH GRAVEL BED DUNES." Jurnal Teknologi 84, no. 2 (2022): 93–102. http://dx.doi.org/10.11113/jurnalteknologi.v84.17045.

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Aquatic plants are known to provide flow resistance and impact the turbulence intensity and turbulent kinetic energy within the vegetated area. This paper further investigates the impact of both vegetation and dunes in open channels to the hydrodynamic characteristic of flow. Emergent vegetations were built from rigid wooden rod in staggered arrangement with 0.5% vegetations density were applied in the flume. Experiments were conducted with flow rate of 0.0058 m3/s throughout the experiments. Dunes were constructed from gravel of 2 mm size diameter in the shape of standing waves of three diffe

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4

Borovkov, V. S., and M. Yurchuk. "Hydraulic resistance of vegetated channels." Hydrotechnical Construction 28, no. 8 (1994): 432–38. http://dx.doi.org/10.1007/bf01487449.

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5

Naot, Dan, Iehisa Nezu, and Hiroji Nakagawa. "Unstable Patterns in Partly Vegetated Channels." Journal of Hydraulic Engineering 122, no. 11 (1996): 671–73. http://dx.doi.org/10.1061/(asce)0733-9429(1996)122:11(671).

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6

Carollo, F. G., V. Ferro, and D. Termini. "Flow Velocity Measurements in Vegetated Channels." Journal of Hydraulic Engineering 128, no. 7 (2002): 664–73. http://dx.doi.org/10.1061/(asce)0733-9429(2002)128:7(664).

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7

Salama, Mohamed M., and Mohamed F. Bakry. "Design of earthen vegetated open channels." Water Resources Management 6, no. 2 (1992): 149–59. http://dx.doi.org/10.1007/bf00872209.

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8

Zhang, Jiao, Zhangyi Mi, Wen Wang, et al. "An Analytical Solution to Predict the Distribution of Streamwise Flow Velocity in an Ecological River with Submerged Vegetation." Water 14, no. 21 (2022): 3562. http://dx.doi.org/10.3390/w14213562.

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Aquatic submerged vegetation is widespread in rivers. The transverse distribution of flow velocity in rivers is altered because of the vegetation. Based on the vegetation coverage, the cross-section of the ecological channels can be divided into the non-vegetated area and the vegetated area. In the vegetated area, we defined two depth-averaged velocities, which included the water depth-averaged velocity, and the vegetation height-averaged velocity. In this study, we optimized the ratio of these two depth-averaged velocities, and used this velocity ratio in the Navier–Stokes equation to predict

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9

Carollo, Francesco Giuseppe, Vito Ferro, and Donatella Termini. "ANALYSING LONGITUDINAL TURBULENCE INTENSITY IN VEGETATED CHANNELS." Journal of Agricultural Engineering 38, no. 4 (2007): 25. http://dx.doi.org/10.4081/jae.2007.4.25.

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10

Naot, Dan, Iehisa Nezu, and Hiroji Nakagawa. "Hydrodynamic Behavior of Partly Vegetated Open Channels." Journal of Hydraulic Engineering 122, no. 11 (1996): 625–33. http://dx.doi.org/10.1061/(asce)0733-9429(1996)122:11(625).

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11

Salah Abd Elmoaty, Mohamed, and El-Samman T. A. "Manning roughness coefficient in vegetated open channels." Water Science 34, no. 1 (2020): 124–31. http://dx.doi.org/10.1080/11104929.2020.1794706.

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12

Etminan, Vahid, Marco Ghisalberti, and Ryan J. Lowe. "Predicting Bed Shear Stresses in Vegetated Channels." Water Resources Research 54, no. 11 (2018): 9187–206. http://dx.doi.org/10.1029/2018wr022811.

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13

Chen, Gang, Wen-xin Huai, Jie Han, and Ming-deng Zhao. "Flow Structure in Partially Vegetated Rectangular Channels." Journal of Hydrodynamics 22, no. 4 (2010): 590–97. http://dx.doi.org/10.1016/s1001-6058(09)60092-5.

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14

Folorunso, OP. "Turbulent Kinetic Energy and Budget of Heterogeneous Open Channel with Gravel and Vegetated Beds." Journal of Civil Engineering Research & Technology 3, no. 2 (2021): 1–4. http://dx.doi.org/10.47363/jcert/2021(3)115.

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Turbulent kinetic energy (TKE) and budget are indispensable hydraulic parameters to determine turbulent scales and processes resulting from various and different natural hydraulic features in open channels. This paper focuses on experimental investigation of turbulent kinetic energy and budget in a heterogeneous open channel flow with gravel and vegetated beds. Results indicate the turbulent kinetic energy (TKE) value over gravel region of the heterogeneous bed remains approximately constant with flow depth. The highest turbulent kinetic energy was calculated for flexible vegetation arrangemen

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15

Tang, Xiaonan, D. W. Knight, and M. Sterling. "Analytical model for streamwise velocity in vegetated channels." Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics 164, no. 2 (2011): 91–102. http://dx.doi.org/10.1680/eacm.2011.164.2.91.

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16

Yang, Kejun, Shuyou Cao, and Donald W. Knight. "Flow Patterns in Compound Channels with Vegetated Floodplains." Journal of Hydraulic Engineering 133, no. 2 (2007): 148–59. http://dx.doi.org/10.1061/(asce)0733-9429(2007)133:2(148).

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17

Box, Walter, Kaisa Västilä, and Juha Järvelä. "Transport and deposition of fine sediment in a channel partly covered by flexible vegetation." E3S Web of Conferences 40 (2018): 02016. http://dx.doi.org/10.1051/e3sconf/20184002016.

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Riparian plants exert flow resistance and largely influence the flow structure, which affects erosion, deposition and transport processes of fine sediments. Predicting these vegetative effects is important for flood, sediment and nutrient management. However, predictions on the fate of sediments are complicated by uncertainties associated with the suitable parameterization of natural plants and the associated effects on the turbulent flow field and on the variables in the transport equations. The aim of this study is to quantify deposition and transport of fine sandy sediment in a partly veget

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18

Choi, Seongeun, and Jin Hwan Hwang. "Lagrangian Coherent Structure Analysis on the Vegetated Compound Channel with Numerical Simulation." Water 14, no. 3 (2022): 406. http://dx.doi.org/10.3390/w14030406.

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Natural channels often consist of a mainstream near their thalwegs and shallow vegetated areas near shores. The compounded and partially vegetated cross-sections play a significantly role in determining the hydrodynamic characteristics of a channel. By employing the Lagrangian Coherent Structure (LCS) analysis, the present work unravels the effect of vegetation and geometry on the hydrodynamic interactions between mainstreams with the various depths and vegetated shallow areas. The LCS method is the concept of dynamical system analyses, which is determined by the finite-time Lyapunov exponents

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19

McFarlane, S. A., K. L. Gaustad, E. J. Mlawer, C. N. Long, and J. Delamere. "Development of a high spectral resolution surface albedo product for the ARM Southern Great Plains central facility." Atmospheric Measurement Techniques Discussions 4, no. 3 (2011): 3097–145. http://dx.doi.org/10.5194/amtd-4-3097-2011.

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Abstract. We present a method for identifying dominant surface type and estimating high spectral resolution surface albedo at the Atmospheric Radiation Measurement (ARM) facility at the Southern Great Plains (SGP) site in Oklahoma for use in radiative transfer calculations. Given a set of 6-channel narrowband visible and near-infrared irradiance measurements from upward and downward looking multi-filter radiometers (MFRs), four different surface types (snow-covered, green vegetation, partial vegetation, non-vegetated) can be identified. A normalized difference vegetation index (NDVI) is used t

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20

McFarlane, S. A., K. L. Gaustad, E. J. Mlawer, C. N. Long, and J. Delamere. "Development of a high spectral resolution surface albedo product for the ARM Southern Great Plains central facility." Atmospheric Measurement Techniques 4, no. 9 (2011): 1713–33. http://dx.doi.org/10.5194/amt-4-1713-2011.

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Abstract. We present a method for identifying dominant surface type and estimating high spectral resolution surface albedo at the Atmospheric Radiation Measurement (ARM) facility at the Southern Great Plains (SGP) site in Oklahoma for use in radiative transfer calculations. Given a set of 6-channel narrowband visible and near-infrared irradiance measurements from upward and downward looking multi-filter radiometers (MFRs), four different surface types (snow-covered, green vegetation, partial vegetation, non-vegetated) can be identified. A normalized difference vegetation index (NDVI) is used t

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21

Patil, S., and V. P. Singh. "Dispersion Model for Varying Vertical Shear in Vegetated Channels." Journal of Hydraulic Engineering 137, no. 10 (2011): 1293–97. http://dx.doi.org/10.1061/(asce)hy.1943-7900.0000431.

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22

Muhammad, Muhammad Mujahid, Khamaruzaman Wan Yusof, Muhammad Raza Ul Mustafa, Nor Azazi Zakaria, and Aminuddin Ab Ghani. "Prediction models for flow resistance in flexible vegetated channels." International Journal of River Basin Management 16, no. 4 (2018): 427–37. http://dx.doi.org/10.1080/15715124.2018.1437740.

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23

Elsiad, A. A. "Flow resistance and flow forces through vegetated open channels." Egyptian Journal for Engineering Sciences and Technology 8, no. 1 (2004): 9–10. http://dx.doi.org/10.21608/eijest.2004.96609.

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24

Thornton, Christopher I., Steven R. Abt, Chad E. Morris, and J. Craig Fischenich. "Calculating Shear Stress at Channel-Overbank Interfaces in Straight Channels with Vegetated Floodplains." Journal of Hydraulic Engineering 126, no. 12 (2000): 929–36. http://dx.doi.org/10.1061/(asce)0733-9429(2000)126:12(929).

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25

Wang, Yisen, Zhonghua Yang, Mengyang Liu, and Minghui Yu. "Numerical study of flow characteristics in compound meandering channels with vegetated floodplains." Physics of Fluids 34, no. 11 (2022): 115107. http://dx.doi.org/10.1063/5.0122089.

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Large eddy simulations were conducted to simulate the flow in compound meandering channels whose main channel sinuosity was 1.381. Then, the floodplain vegetation was generalized using the momentum equation coupled with the drag force formula. The mean flow pattern, secondary flow, coherent structure, turbulence characteristics, and lateral mass and momentum transport with and without floodplain vegetation with relative depths ( Dr) of 0.3–0.5 were studied. Results showed that the floodplain vegetation enabled the flow of the main channel to be more concentrated. The maximum average velocity i

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26

Wang, Chen, Lennert Schepers, Matthew L. Kirwan, et al. "Different coastal marsh sites reflect similar topographic conditions under which bare patches and vegetation recovery occur." Earth Surface Dynamics 9, no. 1 (2021): 71–88. http://dx.doi.org/10.5194/esurf-9-71-2021.

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Abstract. The presence of bare patches within otherwise vegetated coastal marshes is sometimes considered to be a symptom of marsh dieback and the subsequent loss of important ecosystem services. Here we studied the topographical conditions determining the presence and revegetation of bare patches in three marsh sites with contrasting tidal range, sediment supply, and plant species: the Scheldt estuary (the Netherlands), Venice lagoon (Italy), and Blackwater marshes (Maryland, USA). Based on GIS (geographic information system) analyses of aerial photos and lidar imagery of high resolution (≤2×

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27

Jang, Chang-Lae. "Experimental Analysis of the Morphological Changes of the Vegetated Channels." Journal of Korea Water Resources Association 46, no. 9 (2013): 909–19. http://dx.doi.org/10.3741/jkwra.2013.46.9.909.

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28

Chen, Yen-Chang, Su-Pai Kao, Jen-Yang Lin, and Han-Chung Yang. "Retardance coefficient of vegetated channels estimated by the Froude number." Ecological Engineering 35, no. 7 (2009): 1027–35. http://dx.doi.org/10.1016/j.ecoleng.2009.03.002.

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29

Duan, Jennifer G., and Khalid Al-Asadi. "On Bed Form Resistance and Bed Load Transport in Vegetated Channels." Water 14, no. 23 (2022): 3794. http://dx.doi.org/10.3390/w14233794.

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A set of laboratory experiments were conducted to study the impact of vegetation on bed form resistance and bed load transport in a mobile bed channel. Vegetation stems were simulated by using arrays of emergent polyvinyl chloride (PVC) rods in several staggered configurations. The total flow resistance was divided into bed, sidewall, and vegetation resistances. Bed resistance was further separated into grain and bed form (i.e., ripples and dunes) resistances. By analyzing experimental data using the downhill simplex method (DSM), we derived new empirical relations for predicting bed form resi

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30

Bywater-Reyes, Sharon, Rebecca M. Diehl, and Andrew C. Wilcox. "The influence of a vegetated bar on channel-bend flow dynamics." Earth Surface Dynamics 6, no. 2 (2018): 487–503. http://dx.doi.org/10.5194/esurf-6-487-2018.

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Abstract. Point bars influence hydraulics, morphodynamics, and channel geometry in alluvial rivers. Woody riparian vegetation often establishes on point bars and may cause changes in channel-bend hydraulics as a function of vegetation density, morphology, and flow conditions. We used a two-dimensional hydraulic model that accounts for vegetation drag to predict how channel-bend hydraulics are affected by vegetation recruitment on a point bar in a gravel-bed river (Bitterroot River, Montana, United States). The calibrated model shows steep changes in flow hydraulics with vegetation compared to

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31

van Maanen, B., G. Coco, and K. R. Bryan. "On the ecogeomorphological feedbacks that control tidal channel network evolution in a sandy mangrove setting." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 471, no. 2180 (2015): 20150115. http://dx.doi.org/10.1098/rspa.2015.0115.

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An ecomorphodynamic model was developed to study how Avicennia marina mangroves influence channel network evolution in sandy tidal embayments. The model accounts for the effects of mangrove trees on tidal flow patterns and sediment dynamics. Mangrove growth is in turn controlled by hydrodynamic conditions. The presence of mangroves was found to enhance the initiation and branching of tidal channels, partly because the extra flow resistance in mangrove forests favours flow concentration, and thus sediment erosion in between vegetated areas. The enhanced branching of channels is also the result

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32

Hu, Xu Yue, Kun Jiang, Hua Qiang Ren, and Xiao Xiong Shen. "An Experimental Study of the Flow Structures in Vegetated Open Channels." Applied Mechanics and Materials 522-524 (February 2014): 941–49. http://dx.doi.org/10.4028/www.scientific.net/amm.522-524.941.

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To investigate the effects of vegetation on flow Reynolds stress and turbulence intensity,an experiment was performed with plastic rods and artificial waterweeds in a slope-variable laboratory flume; an acoustic Doppler velocimeter was used to measure the instantaneous velocity at different points on the vertical line under different conditions; Turbulence parameters at each measuring point were calculated, such as Reynolds stress and turbulence intensity; The effects of vegetation on flow structures were analyzed through comparison with the turbulence characteristics of uniform open channel f

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33

COUTINHO DE LIMA, ADRIANO, and NORIHIRO IZUMI. "On the initial development of shear layers in partially vegetated channels." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 70, no. 4 (2014): I_61—I_66. http://dx.doi.org/10.2208/jscejhe.70.i_61.

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34

Koftis, Theoharris, and Panayotis Prinos. "Reynolds stress modelling of flow in compound channels with vegetated floodplains." Journal of Applied Water Engineering and Research 6, no. 1 (2016): 17–27. http://dx.doi.org/10.1080/23249676.2016.1209437.

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35

Harris, E. L., V. Babovic, and R. A. Falconer. "Velocity predictions in compound channels with vegetated floodplains using genetic programming." International Journal of River Basin Management 1, no. 2 (2003): 117–23. http://dx.doi.org/10.1080/15715124.2003.9635198.

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36

Liu, Chao, Yu-qi Shan, Ke-jun Yang, and Xing-nian Liu. "The characteristics of secondary flows in compound channels with vegetated floodplains." Journal of Hydrodynamics 25, no. 3 (2013): 422–29. http://dx.doi.org/10.1016/s1001-6058(11)60381-9.

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37

Lima, A. C., and N. Izumi. "On the nonlinear development of shear layers in partially vegetated channels." Physics of Fluids 26, no. 8 (2014): 084109. http://dx.doi.org/10.1063/1.4893676.

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38

Gu, Li, Xin-xin Zhao, Ling-hang Xing, Zi-nan Jiao, Zu-lin Hua, and Xiao-dong Liu. "Longitudinal dispersion coefficients of pollutants in compound channels with vegetated floodplains." Journal of Hydrodynamics 31, no. 4 (2018): 740–49. http://dx.doi.org/10.1007/s42241-018-0108-4.

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39

Martín-Vide, J. P., P. J. M. Moreta, and S. López-Querol. "Improved 1-D modelling in compound meandering channels with vegetated floodplains." Journal of Hydraulic Research 46, no. 2 (2008): 265–76. http://dx.doi.org/10.1080/00221686.2008.9521860.

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40

Caroppi, Gerardo, Paola Gualtieri, Nicola Fontana, and Maurizio Giugni. "Effects of vegetation density on shear layer in partly vegetated channels." Journal of Hydro-environment Research 30 (May 2020): 82–90. http://dx.doi.org/10.1016/j.jher.2020.01.008.

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41

Zen, Simone, and Paolo Perona. "Biomorphodynamics of river banks in vegetated channels with self-formed width." Advances in Water Resources 135 (January 2020): 103488. http://dx.doi.org/10.1016/j.advwatres.2019.103488.

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42

Kiczko, Adam, Kaisa Västilä, Adam Kozioł, Janusz Kubrak, Elżbieta Kubrak, and Marcin Krukowski. "Predicting discharge capacity of vegetated compound channels: uncertainty and identifiability of one-dimensional process-based models." Hydrology and Earth System Sciences 24, no. 8 (2020): 4135–67. http://dx.doi.org/10.5194/hess-24-4135-2020.

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Abstract. Despite the development of advanced process-based methods for estimating the discharge capacity of vegetated river channels, most of the practical one-dimensional modeling is based on a relatively simple divided channel method (DCM) with the Manning flow resistance formula. This study is motivated by the need to improve the reliability of modeling in practical applications while acknowledging the limitations on the availability of data on vegetation properties and related parameters required by the process-based methods. We investigate whether the advanced methods can be applied to m

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43

Maji, Soumen, Prashanth Hanmaiahgari, Ram Balachandar, Jaan Pu, Ana Ricardo, and Rui Ferreira. "A Review on Hydrodynamics of Free Surface Flows in Emergent Vegetated Channels." Water 12, no. 4 (2020): 1218. http://dx.doi.org/10.3390/w12041218.

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This review paper addresses the structure of the mean flow and key turbulence quantities in free-surface flows with emergent vegetation. Emergent vegetation in open channel flow affects turbulence, flow patterns, flow resistance, sediment transport, and morphological changes. The last 15 years have witnessed significant advances in field, laboratory, and numerical investigations of turbulent flows within reaches of different types of emergent vegetation, such as rigid stems, flexible stems, with foliage or without foliage, and combinations of these. The influence of stem diameter, volume fract

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44

JAHRA, Fatima, Yoshihisa KAWAHARA, and Fumiaki HASEGAWA. "Performance of a turbulence model for flows in partially vegetated open channels." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 67, no. 4 (2011): I_193—I_198. http://dx.doi.org/10.2208/jscejhe.67.i_193.

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45

Yang, J. Q., and H. M. Nepf. "A Turbulence‐Based Bed‐Load Transport Model for Bare and Vegetated Channels." Geophysical Research Letters 45, no. 19 (2018): 10,428–10,436. http://dx.doi.org/10.1029/2018gl079319.

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46

Tang, XiaoNan, and Donald W. Knight. "Lateral distributions of streamwise velocity in compound channels with partially vegetated floodplains." Science in China Series E: Technological Sciences 52, no. 11 (2009): 3357–62. http://dx.doi.org/10.1007/s11431-009-0342-7.

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47

Truong, S. H., W. S. J. Uijttewaal, and M. J. F. Stive. "Exchange Processes Induced by Large Horizontal Coherent Structures in Floodplain Vegetated Channels." Water Resources Research 55, no. 3 (2019): 2014–32. http://dx.doi.org/10.1029/2018wr022954.

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48

Yoshioka, Hidekazu, Ayaka Wakazono, Nobuhiko Kinjo, Koichi Unami, and Masayuki Fujihara. "An Extended Mathematical Model for Shallow Water Flows in Vegetated Open Channels." Journal of Rainwater Catchment Systems 20, no. 1 (2014): 29–35. http://dx.doi.org/10.7132/jrcsa.20_1_29.

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49

Liu, Chao, Xing-nian Liu, and Ke-jun Yang. "Predictive model for stage-discharge curve in compound channels with vegetated floodplains." Applied Mathematics and Mechanics 35, no. 12 (2014): 1495–508. http://dx.doi.org/10.1007/s10483-014-1884-6.

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50

Pan, Yunwen, Zhijie Li, Kejun Yang, and Dongdong Jia. "Velocity distribution characteristics in meandering compound channels with one-sided vegetated floodplains." Journal of Hydrology 578 (November 2019): 124068. http://dx.doi.org/10.1016/j.jhydrol.2019.124068.

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