Relevant bibliographies by topics / Vegetated channels

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  1. Journal articles

Academic literature on the topic 'Vegetated channels'

Author: Grafiati
Published: 13 April 2023

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Journal articles on the topic "Vegetated channels"

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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