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基于优化A*算法的选煤厂管路自动布置

肖林京 姚培鑫 刘瑞 马山清 马成瀚

肖林京,姚培鑫,刘瑞,等. 基于优化A*算法的选煤厂管路自动布置[J]. 工矿自动化,2022,48(11):73-79.  doi: 10.13272/j.issn.1671-251x.2022080085
引用本文: 肖林京,姚培鑫,刘瑞,等. 基于优化A*算法的选煤厂管路自动布置[J]. 工矿自动化,2022,48(11):73-79.  doi: 10.13272/j.issn.1671-251x.2022080085
XIAO Linjing, YAO Peixin, LIU Rui, et al. Automatic layout of pipeline in coal preparation plant based on optimized A* algorithm[J]. Journal of Mine Automation,2022,48(11):73-79.  doi: 10.13272/j.issn.1671-251x.2022080085
Citation: XIAO Linjing, YAO Peixin, LIU Rui, et al. Automatic layout of pipeline in coal preparation plant based on optimized A* algorithm[J]. Journal of Mine Automation,2022,48(11):73-79.  doi: 10.13272/j.issn.1671-251x.2022080085

基于优化A*算法的选煤厂管路自动布置

doi: 10.13272/j.issn.1671-251x.2022080085
详细信息

Automatic layout of pipeline in coal preparation plant based on optimized A* algorithm

  • 摘要: 管路设计是选煤厂设计的重要内容之一,目前选煤厂管路主要依靠人工设计,难度大、耗时长且管路布置质量难以保证。将A*算法应用到三维的选煤厂管路自动布置中,搜索出的路径不符合管路设计要求。 针对上述问题,提出了一种基于优化A*算法的选煤厂管路自动布置方法。基于选煤厂管路布置规则,建立选煤厂布局空间模型,对布局空间模型进行网格化、数值化处理。针对A*算法搜索出的路径会出现过多折弯的问题,对A*算法的评价函数进行优化;针对A*算法搜索速率较慢的问题,在评价函数中引入动态权重;针对经上述优化后A*算法搜索出的管路路径会绕行有需求的设备的问题,引入方向导向策略以提高管路布置的工程实用性;为提高A*算法运行效率,将Open表的数组结构替换为最小二叉堆结构。仿真结果表明:① 对A*算法评价函数进行优化后,管路路径折弯次数减少80%左右,且折弯都为直角,符合选煤厂管路布置的实际情况;引入动态权重后,运行效率提升且能保证路径质量。② 引入方向导向策略前后管路路径长度并无变化,都满足选煤厂管路布置的基本约束规则;引入方向导向策略后的管路更倾向于在对管路有特定需求的设备附近规划,管路有并排布置的趋势,说明方向导向策略引入后管路的布置满足整体布局最优的要求,更符合选煤工程应用需求。③ 用Open表优化后的A*算法效率明显提高,管路路径越长、中间障碍物越多,A*算法效率提高越明显。设计并开发了选煤厂管路自动布置软件系统,实例验证结果表明,优化后的A*算法提高了选煤厂管路设计的效率和质量,且具有更好的可视性。

     

  • 图  1  方向导向策略

    Figure  1.  Direction-oriented strategy

    图  2  Open表的数组结构

    Figure  2.  Array structure of the Open table

    图  3  最小二叉堆结构

    Figure  3.  Minimum binary heap structure

    图  4  选煤厂布局空间

    Figure  4.  Layout space of coal preparation plant

    图  5  评价函数优化前后仿真结果

    Figure  5.  Evaluate the simulation results before and after function optimization

    图  6  引入方向导向策略前后管路路径对比

    Figure  6.  Comparison of pipe paths before and after introducing the direction oriented policy

    图  7  Open表优化前后算法运行时间对比

    Figure  7.  Comparison of algorithm operating time before and after Open-List optimization

    图  8  土建环境界面

    Figure  8.  Civil environment interface

    图  9  设备布局界面

    Figure  9.  Device layout interface

    图  10  管路布局界面

    Figure  10.  Pipe layout interface

    图  11  三维设计效果

    Figure  11.  3D renderings

    表  1  障碍物对角坐标

    Table  1.   Obstacle diagonal coordinates dm

    障碍物编号对角坐标
    1(80,80,50),(100,100,65)
    2(20,70,50),(60,90,60)
    3(20,40,20),(60,60,60)
    4(20,10,50),(60,30,60)
    5(55,45,0),(85,65,10)
    6(55,15,0),(85,35,10)
    7(0,70,0),(30,100,20)
    8(5,50,0),(50,60,5)
    9(5,20,0),(50,30,5)
    10(0,0,0),(5,5,5)
    下载: 导出CSV

    表  2  权重系数对A*算法的影响

    Table  2.   Effect of the weight coefficient on the A* algorithm

    权重系数路径时间/s管路长度/dm管路路径折弯次数评价函数值
    0502505300
    391255175
    12903120
    19.62505300
    61254165
    2.1903120
    2427510375
    2.71557225
    0.8903120
    γ5.52506310
    3.61304180
    1.3903120
    下载: 导出CSV
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出版历程
  • 收稿日期:  2022-08-30
  • 修回日期:  2022-11-02
  • 网络出版日期:  2022-10-28

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