Citation: | PENG Zhouyang, JIN Xi, SANG Wenjiao. OPTIMIZATION OF DESIGN OF TERMINAL FLOW INTERCEPTION AND STORAGE FACILITIES OF COMBINED DRAINAGE SYSTEM BASED ON NSGA-Ⅲ ALGORITHM[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(8): 143-149. doi: 10.13205/j.hjgc.202208020 |
[1] |
杨正,赵杨,车伍,等.典型发达国家合流制溢流控制的分析与比较[J].中国给水排水,2020,36(14):29-36.
|
[2] |
程熙,车伍,唐磊,等.美国合流制溢流控制规划及其发展历程剖析[J].中国给水排水,2017,33(6):7-12.
|
[3] |
陈嫣.日本大城市雨水综合管理分析和借鉴[J].中国给水排水,2016,32(10):42-47.
|
[4] |
张璐.基于污染控制的合流制排水管网溢流调蓄容积优化研究[D].重庆:重庆大学,2018.
|
[5] |
中华人民共和国住房和城乡建设部.室外排水设计规范:GB 50014—2006[S].北京:中国计划出版社,2017.
|
[6] |
何胜男,陈文学,刘燕,等.基于人工神经网络和粒子群优化的初期雨水调蓄池设计方法研究[J].水利学报,2020,51(12):1558-66.
|
[7] |
WANG M M,SUN Y X,SWEETAPPLE C.Optimization of storage tank locations in an urban stormwater drainage system using a two-stage approach[J].Journal of Environmental Management,2017,204:31-38.
|
[8] |
中华人民共和国住房和城乡建设部.海绵城市建设评价标准:GB/T 51345—2018[S].北京:住房和城乡建设部,2018.
|
[9] |
彭畅,彭森,吴卿,等.基于NSGA-Ⅱ的给水管网压力监测点多目标优化布置[J].中国给水排水,2019,35(1):58-62.
|
[10] |
刘书明,李明明,王欢欢,等.基于NSGA-Ⅱ算法的给水管网多目标优化设计[J].中国给水排水,2015,31(5):50-53.
|
[11] |
DEB K,PRATAP A,AGARWAL S,et al.A fast and elitist multiobjective genetic algorithm:NSGA-Ⅱ[J].IEEE Transactions on Evolutionary Computation,2002,6(2):182-197.
|
[12] |
DEB K,JAIN H.An evolutionary many-objective optimization algorithm using reference-point-based nondominated sorting approach,Part Ⅰ:solving problems with box constraints[J].IEEE Transactions on Evolutionary Computation,2014,18(4):577-601.
|
[13] |
李建美,田军仓.NSGA-Ⅲ算法在水资源多目标优化配置中的应用[J].水电能源科学,2021,39(2):22-26
,81.
|
[14] |
SWATHI V,RAJU K S,VARMA M,et al.Automatic calibration of SWMM using NSGA-Ⅲ and the effects of delineation scale on an urban catchment[J].Journal of Hydroinformatics,2019,21(4):781-797.
|
[15] |
武汉市规划研究院.武汉市交通市政规划工程投资估算指标(2017年修订)[S].
|