Three-dimensional numerical simulation of flow in trapezoidal cutthroat flumes based on FLOW-3D
Danjie RAN, Wene WANG, Xiaotao HU
Three-dimensional numerical simulation of flow in trapezoidal cutthroat flumes based on FLOW-3D
To solve the common problem of flumes flow-measurement accuracy without sacrificing water head, a new type of trapezoidal cutthroat flume to measure the discharge in terminal trapezoidal channels is presented. Using the computational fluid dynamic method, three-dimensional flow fields in trapezoidal cutthroat flumes were simulated using the RNG k-ε three-dimensional turbulence model along with the TruVOF technique. Simulations were performed for 12 working conditions, with discharges up to 0.075 m3·s−1 to determine hydraulic performance. Experimental data for the trapezoidal cutthroat flume in terminal trapezoidal channel were also obtained to validate the simulation results. Velocity distribution of the flume obtained from simulation analyses were compared with observed results based on time-averaged flow field and comparison yielded a solid agreement between results from the two methods, with relative error below 10%. The results indicated that the Froude number and the longitudinal average velocity increased along the convergence section and decreased in the divergent section. In the upper throat, the Froude number was less than 0.5, which meets the water measurement requirement, and the critical flow appeared near the throat section. The maximum water head loss of the trapezoidal cutthroat flume was less than 9% of the total head, compared to the rectangular cutthroat flume, and head loss of trapezoidal cutthroat flume was significantly less. Regression models developed for upstream depth versus discharge under different working conditions were satisfactory, with a relative error of less than 2.06%, which meets the common requirements of flow measurement in irrigation areas. It was concluded that trapezoidal cutthroat flumes can improve flow-measurement accuracy without sacrificing water head.
distribution of velocity / Froude number / head loss / stage-discharge relationship / trapezoidal cutthroat flume
[1] |
Galán-Martín A, Vaskan P, Vallejo A, Esteller L J, Guillén-Gosálbez G. Multi-objective optimization of rainfed and irrigated agricultural areas considering production and environmental criteria: a case study of wheat production in Spain. Journal of Cleaner Production, 2017, 140(2): 816–830
|
[2] |
Wang Y B, Liu D, Cao X C. Agricultural water rights trading and virtual water export compensation coupling model: a case study of an irrigation district in China. Agricultural Water Management, 2017, 180(Part A): 99–106
|
[3] |
Valipour M. Increasing irrigation efficiency by management strategies: cutback and surge irrigation. Journal of Agricultural and Biological Science, 2013, 8(1): 35–43
|
[4] |
Wang C D. Water measurement technique and measure.Beijing: Water and Power Press, 2005 (in Chinese)
|
[5] |
Samani Z, Magallanez H. Closure to “Simple flume for flow measurement in open channel” by Zohrab Samani and Henry Magallanez. Journal of Irrigation and Drainage Engineering, 2002, 128(2): 129–131 doi:10.1061/(ASCE)0733-9437(2002)128:2(132)
|
[6] |
Cone V M. The Venturi flume. Journal of Agricultural Research, 1917, 6(4): 115–129
|
[7] |
Parshall R L. The improved Venturi flume. Transactions of the American Society of Civil Engineers, 1926, 89(1): 841–851
|
[8] |
Skogerboe G V, Hyatt M L. Rectangular cutthroat flow measuring flumes. Proceedings of the American Society of Civil Engineers, 1967, 93(IR4): 1–13
|
[9] |
Clemmens A J, Bos M G, Replogle J A. RBC broad-crested weirs for circular sewers and pipes. Journal of Hydrology, 1984, 68(1–4): 349–368
CrossRef
Google scholar
|
[10] |
Lv H X, Pei G X, Yang L X. Hydraulics.Beijing: Agriculture Press, 2011(in Chinese)
|
[11] |
Parshall R L. Parshall measuring flume. Colorado Experiment Station Bulletin, 1936, 423
|
[12] |
Hager W H. Modified Venturi channel. Journal of Irrigation and Drainage Engineering, 1985, 111(1): 19–35
CrossRef
Google scholar
|
[13] |
Jesson M, Sterling M, Baker D. Application of ISO4359 for discharge calculation in a narrow flume. Flow Measurement and Instrumentation, 2017, 54: 283–287
CrossRef
Google scholar
|
[14] |
Das R, Nayek M, Das S, Dutta P, Mazumdar A. Design and analysis of 0.127 m (5”) cutthroat flume. Ain Shams Engineering Journal, 2017, 8(3): 295–303
CrossRef
Google scholar
|
[15] |
Mazumdar A, Dutta P, Nayek M,
|
[16] |
Jing S Y, Wang L, Du H, Wei G. Applications of FLOW-3D in numerical simulation of fluid-structure interaction. The 13th National Hydrodynamic Academic Conference and the Twenty-Sixth National Hydrodynamics Seminar, 2017, 423–428
|
[17] |
FLOW-3D® User Manual.FLOW-3D User Manual. Flow Science, 2016
|
[18] |
Yakhot V, Orszag S A. Renormalization group analysis of turbulence I. Basic theory. Plenum Press, 1986
|
[19] |
Xiao Y, Zhang J B, Yao B, Guan Y. Assembly and simulation analysis of shear-sheet machine based on Pro/E. Procedia Engineering, 2011, 16(1): 535–539
CrossRef
Google scholar
|
[20] |
Bayon A, Toro J P, Bombardelli F A, Matos J, López-Jiménez P A. Influence of VOF technique, turbulence model and discretization scheme on the numerical simulation of the non-aerated, skimming flow in stepped spillways. Journal of Hydro-environment Research, 2017. doi: org/10.1016/j.jher.2017.10.002
|
[21] |
Wan B L, He W X, Chen C Y,
|
[22] |
Pan Z B, Lü H X, Zhang X F. Experiment on airfoil-shaped measuring flume in trapezoidal canal. Transactions of The Chinese Society of Agricultural Machinery, 2009, 40(12): 97–100 (in Chinese)
|
[23] |
Najafi-Jilani A, Niri M Z, Naderi N. Simulating three-dimensional wave run-up over breakwaters covered by antifer units. International Journal of Naval Architecture and Ocean Engineering, 2014, 6(2): 297–306
CrossRef
Google scholar
|
[24] |
Duguay J M, Lacey R W J, Gaucher J. A case study of a pool and weir fishway modeled with open foam and FLOW-3D. Ecological Engineering, 2017, 103: 31–42
CrossRef
Google scholar
|
[25] |
Cui W, Song H F. CFD simulation of fresh self-compacting concrete flow and casting process. Concrete, 2017, 1(8): 111–115
|
[26] |
Xiao Y Z, Wang W N, Hu X, Zhou Y. Experimental and numerical research on portable short-throat flume in the field. Flow Measurement and Instrumentation, 2016, 47: 54–61
CrossRef
Google scholar
|
[27] |
Tekade S A, Vasudeo A D, Ghare A D, Ingle R N. Measurement of flow in supercritical flow regime using cutthroat flumes. Sādhanā, 2016, 41(2):265–272.
|
[28] |
Samani Z. Three simple flumes for flow measurement in open channels. Journal of Irrigation & Drainage Engineering, 2017, doi:org/10.1061/(ASCE)IR.1943-4774.0001168
|
[29] |
Hu H, Huang J, Qian Z, Yu G. Hydraulic analysis of parabolic flume for flow measurement. Flow Measurement and Instrumentation, 2014, 37: 54–64
CrossRef
Google scholar
|
[30] |
Zhang L, Wu P T, Zhu D L, Zheng C. Flow regime and head loss in a drip emitter equipped with a labyrinth channel. Journal of Hydrodynamics, 2016, 28(4): 610–616
CrossRef
Google scholar
|
/
〈 | 〉 |