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Relevant bibliographies by topics / Trapezoidal open channels

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Journal articles

Academic literature on the topic 'Trapezoidal open channels'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Trapezoidal open channels"

1

Hager, Willi H. "Trapezoidal side-channel spillways." Canadian Journal of Civil Engineering 12, no. 4 (1985): 774–81. http://dx.doi.org/10.1139/l85-091.

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Steady flows in trapezoidal, prismatic side-channel spillways are analysed using a hydraulic approach. Distinction between channels of small and moderate bottom slopes is made. All results are presented in typical nondimensional quantities, by which an immediate application is made possible. Key words: open channel flow, spillway, gradually varied flow, discharge supply, hydraulics.

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2

González, C. P., P. E. Vera, G. Carrillo, and S. García. "Design of open rectangular and trapezoidal channels." Journal of Physics: Conference Series 1002 (April 2018): 012006. http://dx.doi.org/10.1088/1742-6596/1002/1/012006.

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3

Atanov, Genadii A., Elena G. Evseeva, and Ehab A. Meselhe. "Estimation of Roughness Profile in Trapezoidal Open Channels." Journal of Hydraulic Engineering 125, no. 3 (1999): 309–12. http://dx.doi.org/10.1061/(asce)0733-9429(1999)125:3(309).

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4

Shahari, Nor Azni, Nor Arif Husaini Norwaza, Iskandar Shah Mohd Zawawi, Nurisha Adrina Mohd Kamarul, and Aimi Said. "Numerical investigation on the behavior of combining open-channel flow." Indonesian Journal of Electrical Engineering and Computer Science 23, no. 2 (2021): 1110. http://dx.doi.org/10.11591/ijeecs.v23.i2.pp1110-1119.

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Open-channel flow is known as fluid flow with an open atmospheric surface. It has become an important issue especially when measuring the flow rate and depth of water as part of environmental management schemes. Many efforts have been made by the previous researchers to investigate the behavior of water flow. However, most studies on water flow have only been carried out in a straight prismatic main channel, either in a trapezoidal and rectangular type of channel section with lateral branch of angle of 90<sup>o</sup>. In this study, the general equations of combining open-channel f

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5

TOMINAGA, Akihiro, Masashi NAGAO, and Yasuhito Ohnuma. "SECONDARY FLOW STRUCTURES IN BENDS OF TRAPEZOIDAL OPEN CHANNELS." PROCEEDINGS OF HYDRAULIC ENGINEERING 42 (1998): 895–900. http://dx.doi.org/10.2208/prohe.42.895.

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6

Nedelcu, Dragoş Iulian, Iulian Florescu, and Petru Gabriel Puiu. "The Simulative Analysis of the Fluid Parameters in Zone of Apparition of the Hydraulic Jump in the Penstock Placed on the Open Channels." Applied Mechanics and Materials 809-810 (November 2015): 968–73. http://dx.doi.org/10.4028/www.scientific.net/amm.809-810.968.

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The paper proposes to realize a simulative analysis following the theoretical notions regarding the hydraulic jump, at flow of fluids through open channels, when open a plane penstock, which is located in a trapezoidal channel. A penstock is formed from a plan panel with upright movement in supports, with the possibility of adjustment a fluid flow by means of a handling device.

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7

Saghebian, Seyed Mahdi, Daniel Dragomir-Stanciu, and Roghayeh Ghasempour. "Assessing the Capability of KELM Meta-Model Approach in Predicting the Energy Dissipation in Different Shapes Channels." Proceedings 63, no. 1 (2020): 45. http://dx.doi.org/10.3390/proceedings2020063045.

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For transition of a supercritical flow into a subcritical flow in an open channel, a hydraulic jump phenomenon is used. Different shaped channels are used as useful tools in the extra energy dissipation of the hydraulic jump. Accurate prediction of relative energy dissipation is important in designing hydraulic structures. The aim of this paper is to assess the capability of a Kernel extreme Learning Machine (KELM) meta-model approach in predicting the energy dissipation in different shaped channels (i.e., rectangular and trapezoidal channels). Different experimental data series were used to d

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8

Aksoy, Hafzullah, Mir Jafar Sadegh Safari, Necati Erdem Unal, and Mirali Mohammadi. "Velocity-based analysis of sediment incipient deposition in rigid boundary open channels." Water Science and Technology 76, no. 9 (2017): 2535–43. http://dx.doi.org/10.2166/wst.2017.429.

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Abstract Drainage systems must be designed in a way to minimize undesired problems such as decrease in hydraulic capacity of the channel, blockage and transport of pollutants due to deposition of sediment. Channel design considering self-cleansing criteria are used to solve the sedimentation problem. Incipient deposition is one of the non-deposition self-cleansing design criteria that can be used as a conservative method for channel design. Experimental studies have been carried out in five different cross-section channels, namely trapezoidal, rectangular, circular, U-shape and V-bottom. Exper

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9

Jing, Hefang, Chunguang Li, Yakun Guo, and Weilin Xu. "Numerical simulation of turbulent flows in trapezoidal meandering compound open channels." International Journal for Numerical Methods in Fluids 65, no. 9 (2011): 1071–83. http://dx.doi.org/10.1002/fld.2229.

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10

Zeng, Yu-hong, Yue-hua Wang, and Wen-xin Huai. "Hydraulic calculation of steady uniform flows in trapezoidal compound open channels." Applied Mathematics and Mechanics 31, no. 8 (2010): 947–54. http://dx.doi.org/10.1007/s10483-010-1329-z.

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