水利水电科技进展
水利水電科技進展
수이수전과기진전
ADVANCES IN SCIENCE AND TECHNOLOGY OF WATER RESOURCES
2013年
2期
9-13
,共5页
水沙联合优化调度%加速遗传算法%自适应BP神经网络%三峡水库
水沙聯閤優化調度%加速遺傳算法%自適應BP神經網絡%三峽水庫
수사연합우화조도%가속유전산법%자괄응BP신경망락%삼협수고
water sediment coordinative optimized dispatch%accelerating genetic algorithm%adaptive BP neural network%Three Gorges Reservoir
针对一维泥沙数学模型维数高、求解耗时长以及水沙联合调度模型多目标难以求解的问题,结合遗传算法与神经网络的特性,以发电量最大和有效库容最大为基本目标,构建了水库水沙联合优化调度模型.利用约束法和权重法,将多目标模型转化为单目标模型,采用加速遗传算法进行求解,其中泥沙冲淤量使用自适应BP神经网络进行拟合预测.三峡水库实例计算结果表明:运行20 a,与原设计运行方式相比,采用该优化调度模型优化运行年均发电量增加7郾732%,泥沙淤积量增加0郾044%,在淤积量增加很小的情况下能大幅度增加发电量,模型能较好地解决水库水沙联合调度问题,在工程实际中是有效可行的.
針對一維泥沙數學模型維數高、求解耗時長以及水沙聯閤調度模型多目標難以求解的問題,結閤遺傳算法與神經網絡的特性,以髮電量最大和有效庫容最大為基本目標,構建瞭水庫水沙聯閤優化調度模型.利用約束法和權重法,將多目標模型轉化為單目標模型,採用加速遺傳算法進行求解,其中泥沙遲淤量使用自適應BP神經網絡進行擬閤預測.三峽水庫實例計算結果錶明:運行20 a,與原設計運行方式相比,採用該優化調度模型優化運行年均髮電量增加7郾732%,泥沙淤積量增加0郾044%,在淤積量增加很小的情況下能大幅度增加髮電量,模型能較好地解決水庫水沙聯閤調度問題,在工程實際中是有效可行的.
침대일유니사수학모형유수고、구해모시장이급수사연합조도모형다목표난이구해적문제,결합유전산법여신경망락적특성,이발전량최대화유효고용최대위기본목표,구건료수고수사연합우화조도모형.이용약속법화권중법,장다목표모형전화위단목표모형,채용가속유전산법진행구해,기중니사충어량사용자괄응BP신경망락진행의합예측.삼협수고실례계산결과표명:운행20 a,여원설계운행방식상비,채용해우화조도모형우화운행년균발전량증가7언732%,니사어적량증가0언044%,재어적량증가흔소적정황하능대폭도증가발전량,모형능교호지해결수고수사연합조도문제,재공정실제중시유효가행적.
In order to solve problems including multi-dimensions and long solution times of a one-dimensional sediment model, multi-objectives and the solution difficulty of a water-sediment coordinative dispatch model, a water-sediment coordinated optimized dispatch model was established on the basis of characteristics of genetic algorithms and neural networks. The model took the maximum power generation and effective storage as the elementary objects. The multi-objective model can be transformed into a single-objective model with the method of restricting and weighting. The single-objective model is solved using the method of accelerating genetic algorithm. The adaptive BP neural network was used to fit the prediction for the sedimentation and scour. Three Gorges Reservoir case results show that the average annual electric energy production and the sedimentation and scour increase by 7.732% and 0.044%, respectively, compared to those of the original design after the project operated for 20 years. The power generation can be markedly increased in the case of little sedimentation and scour. The model can solve water-sediment coordinative optimized dispatch well and is also effective in engineering practice.