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                           Research on leakage positioning model of self-pressure irrigation pipe
                                                network based on SSA-BP




                         ZHANG Hui  1,2,3,4 ,LIU Ningning 1,2,3,4 ,WANG Zhenhua 1,2,3,4 ,ZHANG Jinzhu  1,2,3,4 ,

                                                       1,2,3,4        1,4,5
                                                 LI Miao   ,YIN Feihu



                (1. College of Water Conservancy & Architectural Engineering,Shihezi University,Shihezi  832000,China;2. Key Laboratory of Modern





                  Water-Saving Irrigation of  Xinjiang Production & Construction Corps,Shihezi  832000,China;3. Technology Innovation Center for


                    Agricultural Water and Fertilizer Efficiency Equipment of Xinjiang Production & Construction Corps,Shihezi  832000,China;



                    4. Laboratory of Northwest Oasis Water-saving Agriculture,Ministry of Agriculture and Rural Affairs,Shihezi  832000,China;

                           5. Research Institute of Farmland Water Conservancy and Soil-fertilizer,Xinjiang Academy of Agricultural


                                             Reclamation Sciences,Shihezi  832000,China)

                Abstract:Given the limitations of the existing self-pressure pipe network leakage location methods,this paper ana⁃

                lyzes the impact of the spatial distribution of leakage points on the pressure changes in the pipe network under various
                leakage conditions by constructing a hydraulic model of self-pressure irrigation pipe network. A self-pressure irriga⁃
                tion pipe network leakage location model based on the SSA-BP neural network is proposed. The nonlinear relationship
                between the leakage point position and the pressure change rate of the monitoring point is established and compared
                with  the  traditional  BP  neural  network  and  GA-BP  neural  network.  The  results  show  that  the  SSA-BP  model  has

                higher prediction accuracy for the horizontal and vertical coordinates of the predicted leakage position,and the deter⁃
                                  2
                mination coefficients R  reach 0.991 and 0.993,respectively,which are 0.90%,1.71% and 3.32%,3.12% higher




                than those of the BP model and the GA-BP model,respectively. The root mean square error (RMSE)and the mean





                absolute percentage error (MAPE)are 29.45 and 0.88%,and 26.76 and 0.74%,respectively,obviously lower than


                those  of  the  latter  two.  The  prediction  error  is  reduced  dramatically,showing  better  generalization  ability.  In  the

                random  simulation  leakage  location  of  the  case  pipeline  network,the  average  prediction  deviation  of  the  SSA-BP
                model under large-scale leakage conditions is only 39.93 m,which is 67.66% and 26.99% lower than that of the BP

                model and the GA-BP model,respectively. The average prediction deviation of the SSA-BP model under small-scale


                leakage conditions is only 66.17 m,which is 53.70% and 37.54% lower than that of the BP model and the GA-BP

                model,respectively,which further proves that the SSA-BP model has higher accuracy and stability. This paper is not

                only essential for studying the spatial distribution of leakage points in response to the pressure changes in the pipe net⁃

                work and for selecting pressure monitoring points reasonably,but also for providing a reliable basis for the leakage
                location of the self-pressure irrigation pipe network.





                Keywords:self-pressure irrigation pipe network;leak location;SSA-BP neural networks;hydraulic model;pres⁃
                sure change rate
                                                                             (责任编辑:鲁  婧  韩  昆)
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