{"title":"利用Anfis模型估算河流流量缺失数据及Anfis数据集数量的确定:以Yeşilırmak河为例","authors":"K. Saplioglu, Tülay Suğra Küçükerdem","doi":"10.20944/preprints201803.0084.v1","DOIUrl":null,"url":null,"abstract":"Abstract: Good data analysis is required for the optimal design of water resources projects. 10 However, data are not regularly collected due to material or technical reasons, which results in 11 incomplete-data problems. Available data and data length are of great importance to solve those 12 problems. Various studies have been conducted on missing data treatment. This study used data 13 from the flow observation stations on Yeşilırmak River in Turkey. In the first part of the study, 14 models were generated and compared in order to complete missing data using ANFIS, multiple 15 regression and Normal Ratio Method. In the second part of the study, the minimum number of data 16 required for ANFIS models was determined using the optimum ANFIS model. Of all methods 17 compared in this study, ANFIS models yielded the most accurate results. A 10-year training set was 18 also found to be sufficient as a data set. 19","PeriodicalId":7975,"journal":{"name":"Applied Ecology and Environmental Research","volume":"16 1","pages":"3583-3594"},"PeriodicalIF":0.6000,"publicationDate":"2018-03-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":"{\"title\":\"Estimation of Missing Streamflow Data Using Anfis Models and Determination of the Number of Datasets for Anfis: The Case of Yeşilırmak River\",\"authors\":\"K. Saplioglu, Tülay Suğra Küçükerdem\",\"doi\":\"10.20944/preprints201803.0084.v1\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Abstract: Good data analysis is required for the optimal design of water resources projects. 10 However, data are not regularly collected due to material or technical reasons, which results in 11 incomplete-data problems. Available data and data length are of great importance to solve those 12 problems. Various studies have been conducted on missing data treatment. This study used data 13 from the flow observation stations on Yeşilırmak River in Turkey. In the first part of the study, 14 models were generated and compared in order to complete missing data using ANFIS, multiple 15 regression and Normal Ratio Method. In the second part of the study, the minimum number of data 16 required for ANFIS models was determined using the optimum ANFIS model. Of all methods 17 compared in this study, ANFIS models yielded the most accurate results. A 10-year training set was 18 also found to be sufficient as a data set. 19\",\"PeriodicalId\":7975,\"journal\":{\"name\":\"Applied Ecology and Environmental Research\",\"volume\":\"16 1\",\"pages\":\"3583-3594\"},\"PeriodicalIF\":0.6000,\"publicationDate\":\"2018-03-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"4\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Applied Ecology and Environmental Research\",\"FirstCategoryId\":\"93\",\"ListUrlMain\":\"https://doi.org/10.20944/preprints201803.0084.v1\",\"RegionNum\":4,\"RegionCategory\":\"环境科学与生态学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ECOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Applied Ecology and Environmental Research","FirstCategoryId":"93","ListUrlMain":"https://doi.org/10.20944/preprints201803.0084.v1","RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ECOLOGY","Score":null,"Total":0}
Estimation of Missing Streamflow Data Using Anfis Models and Determination of the Number of Datasets for Anfis: The Case of Yeşilırmak River
Abstract: Good data analysis is required for the optimal design of water resources projects. 10 However, data are not regularly collected due to material or technical reasons, which results in 11 incomplete-data problems. Available data and data length are of great importance to solve those 12 problems. Various studies have been conducted on missing data treatment. This study used data 13 from the flow observation stations on Yeşilırmak River in Turkey. In the first part of the study, 14 models were generated and compared in order to complete missing data using ANFIS, multiple 15 regression and Normal Ratio Method. In the second part of the study, the minimum number of data 16 required for ANFIS models was determined using the optimum ANFIS model. Of all methods 17 compared in this study, ANFIS models yielded the most accurate results. A 10-year training set was 18 also found to be sufficient as a data set. 19
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