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首页> 外文期刊>Journal of Chemical Engineering of Japan >Energy Consumption Analysis of Sludge Transport Pipeline System Based on GA-DE Hybrid Algorithm
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Energy Consumption Analysis of Sludge Transport Pipeline System Based on GA-DE Hybrid Algorithm

机译:基于GA-DE混合算法的污泥输送管道系统能耗分析

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References(19) Cited-By(1) The energy consumption of a sludge transport pipeline system has been analyzed and optimization calculation performed using the GA-DE (Genetic Algorithm–Differential Evolution) hybrid algorithm for the design parameters of the system. The factors influencing the total cost of the sludge transport pipeline system were studied first. In this analysis, sludge concentration and transport velocity were chosen as the two key parameters and optimized using a genetic algorithm and evolutionary algorithms. Next, a sludge transport project at one urban sewage treatment plant in Changchun City, Jilin Province was modeled with respect to cost and the optimization of two key parameters was carried out. The results showed that the optimal values of sludge concentration Cw, transport velocity v and pipeline diameter D were 2.32%, 1.10 m/s and 300 mm, respectively, under the conditions of sludge quantity Q=0.226–0.045 m3/s (sludge concentration Cw=0.8–4.0%) and transport length L=4.5×103 m. The total annualized cost W was 528,300 RMB under this scheme. The test example confirms that the GA-DE hybrid algorithm is feasible and highly efficient for the parameter design optimization of a sludge transport pipeline system. Finally, the bias curve of the specific total annualized cost was used for the selection of the optimization schemes for each of the sludge concentration partitions.
机译:参考文献(19)引用了(1)对污泥输送管道系统的能耗进行了分析,并使用GA-DE(遗传算法-差分进化)混合算法对系统的设计参数进行了优化计算。首先研究了影响污泥输送管道系统总成本的因素。在此分析中,选择污泥浓度和输送速度作为两个关键参数,并使用遗传算法和进化算法对其进行优化。接下来,在成本方面对吉林省长春市某城市污水处理厂的污泥运输项目进行了建模,并对两个关键参数进行了优化。结果表明,在污泥量Q = 0.226-0.045 m3 / s(污泥浓度)的条件下,污泥浓度Cw,输送速度v和管道直径D的最佳值分别为2.32%,1.10 m / s和300 mm。 Cw = 0.8–4.0%),运输长度L = 4.5×103 m。根据该计划,年度总成本W为528,300元。测试实例证明,GA-DE混合算法对于污泥输送管道系统的参数设计优化是可行且高效的。最后,使用特定的年化总成本的偏差曲线来选择每个污泥浓度分区的优化方案。

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