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General explicit solutions of most economic sections and applications for trapezoidal and parabolic channels

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摘要 A channel section that has minimum construction cost is known as the most economic section.Such a section has important implications for economic efficiency.However,the most economic section is a complex optimization model with nonlinear objective function and constraints that is difficult to use by ordinary engineers.A general simple formula for the most economic section has not been attempted.In this paper,the general differential equation for the most economic section is derived using Lagrange multiplier optimization method.A simple method to solve the most economic section is proposed that converted the optimization model into a general equation for the most economic section of any shape.By solving this equation,the dimensions of the most economic section are directly obtained.To illustrate,the direct formula for trapezoidal section is derived.To aid application in practice,a simple explicit iterative formula for trapezoidal sections is presented.The direct and explicit iterative formulas were validated.The proposed method is superior to the classical optimization method and as such represent a valuable tool for open channel design.To illustrate the versatility of the presented method,a direct formula for the parabolic section was also derived.
出处 《Journal of Hydrodynamics》 SCIE EI CSCD 2019年第5期1034-1042,共9页 水动力学研究与进展B辑(英文版)
基金 Project supported by the Natural Science Foundation of Shandong Province(Grant No.ZR2017LEE028) the Key Research and Development Program of Shandong Province(Grant No.2016GSF117038).
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  • 1吕宏兴,周维博,刘海军.U形渠道的水力特性及水力计算[J].灌溉排水学报,2004,23(4):50-52. 被引量:9
  • 2刘红英,张新燕,孙德华,张春娟.复合断面渠道水力最佳断面及实用经济断面设计[J].水资源与水工程学报,2006,17(4):89-91. 被引量:5
  • 3Shimizu Y, Tsujimoto T. Numerical analysis of turbulent open-channel flow over vegetation layer using a k-ε turbulence model[ J]. J Hydrosc Hydr Eng, 1994,11 (2):57-67. 被引量:1
  • 4Flscher-Antze T, Stoesser T,Bates P, et al. 3D numerical modelling of open-channel flow with submerged vegetation[ J]. J Hydraulic Research ,2001,39(3) : 303-310. 被引量:1
  • 5Naot D,Nezu I,Nakagawa H. Hydrodynamic behavior of partly vegetated open channels[ J]. J Hydraulic Engineering, ASCE, 1995,122( 11 ) :625-553. 被引量:1
  • 6Nadaoka K, Yagi H. Shallow-water turbulence modeling and horizontal large-eddy computation of river flow[ J]. J Hydraulic Engineering ,ASCE, 1998,124(5) :493-500. 被引量:1
  • 7SU Xiao-hui,Li C W. Large eddy simulation of free surface turbulent flow in partly vegetated open channels[ J]. Int J Numer Methods Fluids, 2002,39(10) : 919-937. 被引量:1
  • 8Li C W, Yan K. Numerical investigation of wave-current-vegetation interaction[J]. J Hydraulic Engineering, ASCE, 2007,133(7 ) : 794-803. 被引量:1
  • 9Rameshwaran P,Shiono K. Quasi two-dimensional model for straight overbank flows through emergent vegetation on floodplains [ J ]. J Hydraulic Research, 2007,45 ( 3 ) : 302-315. 被引量:1
  • 10Ervine A D, Babaeyan-Koopaei K, Robert H J Sellin. Two-dimensional solution for straight and meandering overbank flows[ J]. J Hydraulic Engineering, ASCE, 2000,126(9) : 653-569. 被引量:1

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