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Journal articles on the topic 'TRIANGULAR LABYRINTH WEIR'

Author: Grafiati

Published: 11 September 2023

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1

Hussain, Ruqiya Abed, Sawsan Abdullah Hassan, and Asmaa Abdul Jabbar Jamel. "Experimental Study on Flow over Triangular Labyrinth Weirs." International Journal of Design & Nature and Ecodynamics 17, no. 2 (2022): 249–55. http://dx.doi.org/10.18280/ijdne.170211.

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Recently, many research studies have focused on labyrinth weirs' hydraulic performance, especially as dependent on engineering features. In the current study, the hydraulic properties of flow over labyrinth triangular weirs models (from the upper perspective) with sharp crest have been experimentally studied and compare their efficiency with suppressed rectangular weirs (conventional weirs). Twelve fiberglass models are developed for this reason and tested in a 6m in length, 30cm in width, and 40cm height in laboratory flume, nine models were constructed for triangular labyrinth weirs and thre

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2

Aurahman, Tara H., Jehan M. Fattah Sheikh Suleimany, and Taban K. Hamad. "Determination of Discharge Coefficient for both Semicircular and Triangular Labyrinth Weirs." Polytechnic Journal 11, no. 2 (2021): 56–64. http://dx.doi.org/10.25156/ptj.v11n2y2021.pp56-64.

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A Labyrinth weir is a type of nonlinear weir folded in plan-view, with the ability to pass a large flow at low heads due to an increase in the effective length of the weir crest for a given channel width. The discharge coefficients (Cd) were experimentally determined for both semicircular and triangular labyrinth weirs of varying sidewall angles (α) under free-flow conditions using eight physical models. Dimensional analyses are conducted using the Buckingham π theorem to find the dependent and non-dependent variables. A nonlinear empirical equation was developed using (Statistical Package for

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3

Abbasi, Saeed, Sajjad Fatemi, Amir Ghaderi, and Silvia Di Francesco. "The Effect of Geometric Parameters of the Antivortex on a Triangular Labyrinth Side Weir." Water 13, no. 1 (2020): 14. http://dx.doi.org/10.3390/w13010014.

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Side weirs are important structural measures extensively used, for instance, for regulating water levels in rivers and canals. If the length of the opening is limited, the amount of water diverted out of the channel and the effective length can be increased by applying a labyrinth side weir. The present study deals with numerical simulations regarding the hydraulic performance of a labyrinth side weir with a triangular plan in single-cycle mode. Specifically, six different types of antivortexes embedded inside it and in various hydraulic conditions at different Froude numbers are analyzed. The

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4

Ghaderi, Amir, Rasoul Daneshfaraz, Mehdi Dasineh, and Silvia Di Francesco. "Energy Dissipation and Hydraulics of Flow over Trapezoidal–Triangular Labyrinth Weirs." Water 12, no. 7 (2020): 1992. http://dx.doi.org/10.3390/w12071992.

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In this work experimental and numerical investigations were carried out to study the influence of the geometric parameters of trapezoidal–triangular labyrinth weirs (TTLW) on the discharge coefficient, energy dissipation, and downstream flow regime, considering two different orientations in labyrinth weir position respective to the reservoir discharge channel. To simulate the free flow surface, the volume of fluid (VOF) method, and the Renormalization Group (RNG) k-ε model turbulence were adopted in the FLOW-3D software. The flow over the labyrinth weir (in both orientations) is simulated as a

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5

Rustiati, N. B., M. G. Ishak, A. Tanga, and Z. G. Pali. "Influence of The Number of Trapezoidal Labyrinth Weir Cycles on The Hydraulic Characteristics of The Weir." IOP Conference Series: Earth and Environmental Science 1157, no. 1 (2023): 012051. http://dx.doi.org/10.1088/1755-1315/1157/1/012051.

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Abstract The labyrinth weir that is viewed from above has a zig-zag shape. The main objective is to extend the spillway so that the water level upstream of the weir is as low as possible or to increase the discharge capacity. The shapes of labyrinth weirs based upon cycle shape are triangular, trapezoidal, and rectangular. However, besides the shape of the spillway, several parameters affect its hydraulic characteristics. Therefore, this paper intends to explore the effect of the number of cycles on the trapezoidal labyrinth weir on the hydraulic characteristics of the weir, based on an experi

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6

Karimi, Sohrab, Hossein Bonakdari, and Azadeh Gholami. "Determination Discharge Capacity of Triangular Labyrinth Side Weir Using Multi-Layer Neural Network (ANN-MLP)." Current World Environment 10, Special-Issue1 (2015): 111–19. http://dx.doi.org/10.12944/cwe.10.special-issue1.16.

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statistic indexes have been used to assess the accuracy of the results. The results of the examinations indicate that using MLP model along with simultaneous use of dimensionless parameters for the purposes of estimating discharge coefficient: the ratio of water behind the weir to the channel width (h/b), ratio of weir crest length to weir height (L/W), relative Froude number (F=V/√(2Side weirs are used in open channels to control flood and the flow passing through it. Discharge capacity is one of the crucial hydraulic parameters of side weirs. The aim of this study is to determine the effect

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7

Li, Shicheng, James Yang, and Anders Ansell. "Evaluation of Pool-Type Fish Passage with Labyrinth Weirs." Sustainability 14, no. 3 (2022): 1098. http://dx.doi.org/10.3390/su14031098.

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Due to the construction of dams and sluices, habitat fragmentation of riverine species is an issue of concern in hydropower projects. An artificial fishway aims to restore flow connectivity and facilitate migration. As an alternative to the conventional layout with straight walls, labyrinth layouts are introduced, consisting of either triangular, trapezoidal, or rectangular weirs. Three-dimensional CFD simulations are performed to examine their influences on the fishway hydraulics. The labyrinth layouts exhibit an appreciable three-dimensional flow structure in a pool, featuring flow fluctuati

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8

Seyedjavad, Minasadat, Seyed Taghi Omid Naeeni, and Mojtaba Saneie. "Laboratory Investigation on Discharge Coefficient of Trapezoidal Piano Key Side Weirs." Civil Engineering Journal 5, no. 6 (2019): 1327–40. http://dx.doi.org/10.28991/cej-2019-03091335.

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A spillway is a hydraulic structure used to provide the controlled release of surplus waters and floods from a dam into a downstream area. A side weir is a multipurpose hydraulic structure which is constructed in water conveyance systems with a height lower than that of the canal wall. When the water surface level goes up, the side weir regulates the discharge and controls the water surface in the main canal. Besides, the side weir controls and diverts floods in dam reservoirs, diverts the flow and protects the structure against the river inundations. In this research, a laboratory investigati

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9

Carollo, Francesco Giuseppe, Vito Ferro, and Vincenzo Pampalone. "Testing the Outflow Process over a Triangular Labyrinth Weir." Journal of Irrigation and Drainage Engineering 143, no. 8 (2017): 06017007. http://dx.doi.org/10.1061/(asce)ir.1943-4774.0001198.

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10

Bijankhan, Mohammad, and Vito Ferro. "Dimensional analysis and stage-discharge relationship for weirs: a review." Journal of Agricultural Engineering 48, no. 1 (2017): 1–11. http://dx.doi.org/10.4081/jae.2017.575.

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Deducing the weir flow stage-discharge relationship is a classical hydraulic problem. In this regard Buckingham’s theorem of dimensional analysis can be used to find simple and accurate formulas to obtain the rating curves of different weir types. At first, in this review paper the rectangular weir that is a very common hydraulic structure is studied. It is indicated that the crest shape, approach channel width, obliquity (angle between the weir crest and the direction normal to the flow motion) and vertical inclination (pivot weir) are the key-parameters affecting the flow over the rectangula

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11

Dizabadi, Shahram, and Amir H. Azimi. "Hydraulic and turbulence structure of triangular labyrinth weir‐pool fishways." River Research and Applications 36, no. 2 (2019): 280–95. http://dx.doi.org/10.1002/rra.3581.

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12

Carollo, Francesco Giuseppe, Vito Ferro, and Vincenzo Pampalone. "Experimental Investigation of the Outflow Process over a Triangular Labyrinth-Weir." Journal of Irrigation and Drainage Engineering 138, no. 1 (2012): 73–79. http://dx.doi.org/10.1061/(asce)ir.1943-4774.0000366.

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13

Aydin, M. Cihan. "CFD simulation of free-surface flow over triangular labyrinth side weir." Advances in Engineering Software 45, no. 1 (2012): 159–66. http://dx.doi.org/10.1016/j.advengsoft.2011.09.006.

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14

Ziaei, Ali Naghi, Neda S. R. Nikou, Ali Beyhaghi, Fatemeh Attarzadeh, and Saeed Reza Khodashenas. "Flow simulation over a triangular labyrinth side weir in a rectangular channel." Progress in Computational Fluid Dynamics, An International Journal 19, no. 1 (2019): 22. http://dx.doi.org/10.1504/pcfd.2019.097599.

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15

Khodashenas, Saeed Reza, Fatemeh Attarzadeh, Ali Beyhaghi, Ali Naghi Ziaei, and Neda S. R. Nikou. "Flow simulation over a triangular labyrinth side weir in a rectangular channel." Progress in Computational Fluid Dynamics, An International Journal 19, no. 1 (2019): 22. http://dx.doi.org/10.1504/pcfd.2019.10018823.

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16

Wang, Fei, Shengyi Zheng, Yiming Ren, Weidong Liu, and Chao Wu. "Application of hybrid neural network in discharge coefficient prediction of triangular labyrinth weir." Flow Measurement and Instrumentation 83 (March 2022): 102108. http://dx.doi.org/10.1016/j.flowmeasinst.2021.102108.

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17

Seyedian, Seyed Morteza, AmirHamzeh Haghiabi, and Abbas Parsaie. "Reliable prediction of the discharge coefficient of triangular labyrinth weir based on soft computing techniques." Flow Measurement and Instrumentation 92 (August 2023): 102403. http://dx.doi.org/10.1016/j.flowmeasinst.2023.102403.

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18

Zounemat-Kermani, Mohammad, Soudabeh Golestani Kermani, Minoo Kiyaninejad, and Ozgur Kisi. "Evaluating the application of data-driven intelligent methods to estimate discharge over triangular arced labyrinth weir." Flow Measurement and Instrumentation 68 (August 2019): 101573. http://dx.doi.org/10.1016/j.flowmeasinst.2019.101573.

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19

Emiroglu, M. Emin, Omer Bilhan, and Ozgur Kisi. "Neural networks for estimation of discharge capacity of triangular labyrinth side-weir located on a straight channel." Expert Systems with Applications 38, no. 1 (2011): 867–74. http://dx.doi.org/10.1016/j.eswa.2010.07.058.

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20

Karami, Hojat, Sohrab Karimi, Hossein Bonakdari, and Shahabodin Shamshirband. "Predicting discharge coefficient of triangular labyrinth weir using extreme learning machine, artificial neural network and genetic programming." Neural Computing and Applications 29, no. 11 (2016): 983–89. http://dx.doi.org/10.1007/s00521-016-2588-x.

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21

Bilhan, Omer, M. Emin Emiroglu, and Ozgur Kisi. "Use of artificial neural networks for prediction of discharge coefficient of triangular labyrinth side weir in curved channels." Advances in Engineering Software 42, no. 4 (2011): 208–14. http://dx.doi.org/10.1016/j.advengsoft.2011.02.006.

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22

Emin Emiroglu, M., Ozgur Kisi, and Omer Bilhan. "Predicting discharge capacity of triangular labyrinth side weir located on a straight channel by using an adaptive neuro-fuzzy technique." Advances in Engineering Software 41, no. 2 (2010): 154–60. http://dx.doi.org/10.1016/j.advengsoft.2009.09.006.

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23

Karami, Hojat, Sohrab Karimi, Mohammad Rahmanimanesh, and Saeed Farzin. "Predicting discharge coefficient of triangular labyrinth weir using Support Vector Regression, Support Vector Regression-firefly, Response Surface Methodology and Principal Component Analysis." Flow Measurement and Instrumentation 55 (June 2017): 75–81. http://dx.doi.org/10.1016/j.flowmeasinst.2016.11.010.

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24

Tanga, Arody, Muh Galib Ishak, and Yassir Arafat. "EFFECT OF PLAN SHAPE ON HYDRAULIC CHARACTERISTICS OF LABYRINTH WEIRS." Jurnal Sains dan Teknologi Tadulako 9, no. 1 (2023): 10–18. http://dx.doi.org/10.22487/jstt.v9i1.446.

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Labyrinth weirs have a longer crest length compared to linear weirs to increase the discharge capacity for a given water head. Generally, the plan shape of labyrinth weirs is triangular, trapezoidal, and rectangular. In this regard, several studies have been published regarding determining the hydraulic characteristics of labyrinth weirs. However, the effect of changing the plan shape if other parameters such as the same length and height have not been addressed in the current literature. To fill this gap, this study aims to compare the hydraulic characteristics of flow over triangular, trapez

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25

Wormleaton, Peter R., and Ebrahim Soufiani. "Aeration Performance of Triangular Planform Labyrinth Weirs." Journal of Environmental Engineering 124, no. 8 (1998): 709–19. http://dx.doi.org/10.1061/(asce)0733-9372(1998)124:8(709).

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26

Elnikhely, Eman Aly, and Ismail Fathy. "Prediction of scour downstream of triangular labyrinth weirs." Alexandria Engineering Journal 59, no. 2 (2020): 1037–47. http://dx.doi.org/10.1016/j.aej.2020.03.025.

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27

Karimi, Mahmoud, Mohammadreza Jalili Ghazizadeh, Mojtaba Saneie, and Jalal Attari. "Flow characteristics over asymmetric triangular labyrinth side weirs." Flow Measurement and Instrumentation 68 (August 2019): 101574. http://dx.doi.org/10.1016/j.flowmeasinst.2019.101574.

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28

Borghei, S. Mahmood, Mohammad Ali Nekooie, Hadi Sadeghian, and Mohammad Reza Jalili Ghazizadeh. "Triangular labyrinth side weirs with one and two cycles." Proceedings of the Institution of Civil Engineers - Water Management 166, no. 1 (2013): 27–42. http://dx.doi.org/10.1680/wama.11.00032.

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29

Borghei, Seyed Mahmood, Mohammad Ali Nekooie, Hadi Sadeghian, et al. "Discussion: Triangular labyrinth side weirs with one and two cycles." Proceedings of the Institution of Civil Engineers - Water Management 169, no. 3 (2016): 111–14. http://dx.doi.org/10.1680/jwama.15.00032.

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30

Bijankhan, M., and S. Kouchakzadeh. "Unified discharge coefficient formula for free and submerged triangular labyrinth weirs." Flow Measurement and Instrumentation 57 (October 2017): 46–56. http://dx.doi.org/10.1016/j.flowmeasinst.2017.08.007.

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31

Azimi, Amir Hossein, and Hossein Bonakdari. "Experimental Investigation of One-Cycle Triangular Labyrinth Weirs with an Upstream Pool." Journal of Irrigation and Drainage Engineering 146, no. 7 (2020): 06020005. http://dx.doi.org/10.1061/(asce)ir.1943-4774.0001484.

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32

Parvaneh, Ali, Abdorreza Kabiri-Samani, and Mohammad Ali Nekooie. "Discharge Coefficient of Triangular and Asymmetric Labyrinth Side Weirs Using the Nonlinear PLS Method." Journal of Irrigation and Drainage Engineering 142, no. 11 (2016): 06016010. http://dx.doi.org/10.1061/(asce)ir.1943-4774.0001081.

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33

Haghiabi, Amir Hamzeh, Abbas Parsaie, and Samad Ememgholizadeh. "Prediction of discharge coefficient of triangular labyrinth weirs using Adaptive Neuro Fuzzy Inference System." Alexandria Engineering Journal 57, no. 3 (2018): 1773–82. http://dx.doi.org/10.1016/j.aej.2017.05.005.

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34

Majedi Asl, M., and M. Fuladipanah. "Application of the Evolutionary Methods in Determining the Discharge Coefficient of Triangular Labyrinth Weirs." Journal of Water and Soil Science 22, no. 4 (2019): 279–90. http://dx.doi.org/10.29252/jstnar.22.4.279.

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35

Emin Emiroglu, M., and Ahmet Baylar. "Influence of Included Angle and Sill Slope on Air Entrainment of Triangular Planform Labyrinth Weirs." Journal of Hydraulic Engineering 131, no. 3 (2005): 184–89. http://dx.doi.org/10.1061/(asce)0733-9429(2005)131:3(184).

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36

Monjezi, Reza, Mohammad Heidarnejad, Alireza Masjedi, Mohammad Hosein Purmohammadi, and Amirabbas Kamanbedast. "Laboratory investigation of the Discharge Coefficient of flow in arced labyrinth weirs with triangular plans." Flow Measurement and Instrumentation 64 (December 2018): 64–70. http://dx.doi.org/10.1016/j.flowmeasinst.2018.10.011.

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37

Aghashirmohammadi, Ghasem, Mohammad Heidarnejad, Mohammad Hossein Purmohammadi, and Alireza Masjedi. "Experimental and numerical study the effect of flow splitters on trapezoidal and triangular labyrinth weirs." Water Science 37, no. 1 (2023): 28–39. http://dx.doi.org/10.1080/23570008.2023.2210391.

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38

Parsaie, Abbas, and Amir Hamzeh Haghiabi. "Improving Modelling of Discharge Coefficient of Triangular Labyrinth Lateral Weirs Using SVM, GMDH and MARS Techniques." Irrigation and Drainage 66, no. 4 (2017): 636–54. http://dx.doi.org/10.1002/ird.2125.

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39

Kisi, Ozgur, M. Emin Emiroglu, Omer Bilhan, and Aytac Guven. "Prediction of lateral outflow over triangular labyrinth side weirs under subcritical conditions using soft computing approaches." Expert Systems with Applications 39, no. 3 (2012): 3454–60. http://dx.doi.org/10.1016/j.eswa.2011.09.035.

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40

Ariyamanesh, Atiye, and Mohammad Heidarnejad. "Laboratory investigation of the discharge coefficient of triangular labyrinth weirs with and without slots and comparing them with piano key weirs*." Irrigation and Drainage 69, no. 5 (2020): 1167–75. http://dx.doi.org/10.1002/ird.2509.

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41

Hossein Zaji, Amir, Hossein Bonakdari, and Sohrab Karimi. "Radial Basis Neural Network and Particle Swarm Optimization-based equations for predicting the discharge capacity of triangular labyrinth weirs." Flow Measurement and Instrumentation 45 (October 2015): 341–47. http://dx.doi.org/10.1016/j.flowmeasinst.2015.08.002.

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42

Sangsefidi, Yousef, Mohammadamin Torabi, and Hassan Tavakol-Davani. "Discussion on “Laboratory investigation of the discharge coefficient of flow in arced labyrinth weirs with triangular plans” by Monjezi et al. (2018)." Flow Measurement and Instrumentation 72 (April 2020): 101709. http://dx.doi.org/10.1016/j.flowmeasinst.2020.101709.

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43

Weidong, Huang. "Discussion of “Influence of Included Angle and Sill Slope on Air Entrainment of Triangular Planform Labyrinth Weirs” by M. Emin Emiroglu and Ahmet Baylar." Journal of Hydraulic Engineering 132, no. 7 (2006): 747–48. http://dx.doi.org/10.1061/(asce)0733-9429(2006)132:7(747).

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44

Emiroglu, M. Emin, and Ahmet Baylar. "Closure to “Influence of Included Angle and Sill Slope on Air Entrainment of Triangular Planform Labyrinth Weirs” by M. Emin Emiroglu and Ahmet Baylar." Journal of Hydraulic Engineering 132, no. 7 (2006): 748. http://dx.doi.org/10.1061/(asce)0733-9429(2006)132:7(748).

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45

Monjezi, R., M. Heidarnejad, A. R. Masjedi, M. H. Pourmohammadi, and A. Kamanbedast. "An Experimental Investigation into the Effect of Curve Radius on the Discharge Coefficient in Curved-Linear and Curved-Labyrinth Weirs with a Triangular Plan." Journal of Water and Soil Science 23, no. 2 (2019): 87–101. http://dx.doi.org/10.29252/jstnar.23.2.87.

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46

Ansari, U. S., and L. G. Patil. "Numerical analysis of triangular labyrinth side weir in triangular channel." ISH Journal of Hydraulic Engineering, January 29, 2020, 1–8. http://dx.doi.org/10.1080/09715010.2020.1715269.

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47

Kilic, Zeyneb, and M. Emin Emiroglu. "Study of hydraulic characteristics of trapezoidal piano Key side weir using different approaches." Water Supply, July 14, 2022. http://dx.doi.org/10.2166/ws.2022.264.

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Abstract Side weirs are widely used in hydraulic engineering applications. The studies on the subject have been generally focused on classical and labyrinth side weirs. However, the same is not true for piano key side weir (PKSW) in a straight channel. Piano key weir (PKW) has high discharge capacity according to classical weirs. In this study, the hydraulic characteristics of a trapezoidal piano key side weir (TPKSW) in straight channels are investigated experimentally. In all experiments, the hydraulic characteristics of nine TPKSW models are studied extensively using the De Marchi, Domíngue

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48

Mustafa, Mohammad Danish, Talib Mansoor, and Mohammad Muzzammil. "Support vector machine (SVM) approach to develop the discharge prediction model for triangular labyrinth weir." Water Supply, November 17, 2022. http://dx.doi.org/10.2166/ws.2022.393.

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Abstract Most of the studies on labyrinth weir were carried out in the laboratory, and regression models have been developed for discharge coefficient in terms of pertinent independent parameters. It is difficult to obtain an exact analytical solution to the head discharge relationship due to the existence of 3D flow. Consequently, various forms of soft computing techniques are used as an appropriate alternative to achieve greater accuracy in developing a discharge prediction model. In the present study, SVR has, therefore, been implemented to develop a discharge coefficient prediction model f

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49

Mahmoud, Ali, Xiaohui Yuan, Marwan Kheimi, and Yanbin Yuan. "Interpolation Accuracy of Hybrid Soft Computing Techniques in Estimating Discharge Capacity of Triangular Labyrinth Weir." IEEE Access, 2021, 1. http://dx.doi.org/10.1109/access.2021.3049223.

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50

Derakhshanifard, Mohammad, Mohammad Heidarnejad, Alireza Masjedi, Amin Bordbar, and Aslan Egdarnejad. "Investigation of Effect of Creating an Additional Cycle Along the Lateral Weir of Trapezoidal and Triangular Labyrinth Weirs on the Hydraulic Performance of the Weir Using a Physical Modelling." SSRN Electronic Journal, 2022. http://dx.doi.org/10.2139/ssrn.4165968.

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