{"title":"Investigating different methods of estimating annual flood discharge in basins and presenting a new regression model based on physiographic features","authors":"Yaser Hoseini","doi":"10.1007/s13201-025-02474-6","DOIUrl":null,"url":null,"abstract":"<div><p>Due to the high cost of constructing a hydrometric station, it is not possible to measure water level on all rivers. Therefore, the estimation of water flow of these rivers is one of the basic needs of water resources projects. In this research, various experimental methods presented to estimate the annual flood discharge in the basins, including the regression, Inglis and De’Souza and the Indian Department of Irrigation (IDOI), Turc, Coutagine, Khosla, Indian Council of Agricultural Research (ICAR), Justin and Lacey methods were examined and evaluated in a number of sub-basins of the Dareh-Rood in Ardabil province. In this research, the discharge data of 7 hydrometric stations with a common statistical period of 15 years were collected during 1380–94 and the incomplete data related to the stations were completed using statistical methods. Then, using ArcGIS and WMS software, the physiographic characteristics of the sub-basins, including the area, slope, shape factor and average height of the sub-basins were extracted. The root mean square error, relative percentage error (ε), mean absolute error (MAE), Coefficient of residual mass and model efficiency (EF) were calculated to evaluate the models. The results showed that the order of the accuracy of the methods decreases from the regression method, Coutagine, Turc, IDOI, ICAR, Lacey, JUSTIN, Inglis and De’Souza and Khosla, respectively. For the regression model, these statistics were estimated as 21.9 21.09, 0.01 and 0.1, respectively. The results showed that except for the regression model, none of the experimental methods provided reliable results and amount of runoff estimated by the regression model for different basins is in good agreement with the observed runoff data.</p></div>","PeriodicalId":8374,"journal":{"name":"Applied Water Science","volume":"15 6","pages":""},"PeriodicalIF":5.7000,"publicationDate":"2025-05-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s13201-025-02474-6.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Applied Water Science","FirstCategoryId":"93","ListUrlMain":"https://link.springer.com/article/10.1007/s13201-025-02474-6","RegionNum":3,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"WATER RESOURCES","Score":null,"Total":0}
引用次数: 0
Abstract
Due to the high cost of constructing a hydrometric station, it is not possible to measure water level on all rivers. Therefore, the estimation of water flow of these rivers is one of the basic needs of water resources projects. In this research, various experimental methods presented to estimate the annual flood discharge in the basins, including the regression, Inglis and De’Souza and the Indian Department of Irrigation (IDOI), Turc, Coutagine, Khosla, Indian Council of Agricultural Research (ICAR), Justin and Lacey methods were examined and evaluated in a number of sub-basins of the Dareh-Rood in Ardabil province. In this research, the discharge data of 7 hydrometric stations with a common statistical period of 15 years were collected during 1380–94 and the incomplete data related to the stations were completed using statistical methods. Then, using ArcGIS and WMS software, the physiographic characteristics of the sub-basins, including the area, slope, shape factor and average height of the sub-basins were extracted. The root mean square error, relative percentage error (ε), mean absolute error (MAE), Coefficient of residual mass and model efficiency (EF) were calculated to evaluate the models. The results showed that the order of the accuracy of the methods decreases from the regression method, Coutagine, Turc, IDOI, ICAR, Lacey, JUSTIN, Inglis and De’Souza and Khosla, respectively. For the regression model, these statistics were estimated as 21.9 21.09, 0.01 and 0.1, respectively. The results showed that except for the regression model, none of the experimental methods provided reliable results and amount of runoff estimated by the regression model for different basins is in good agreement with the observed runoff data.
由于建设水文站的费用很高,不可能测量所有河流的水位。因此,这些河流的流量估算是水利工程的基本需求之一。本文采用回归法、Inglis和De 'Souza法、印度灌溉部(IDOI)法、Turc法、couagine法、Khosla法、印度农业研究委员会(ICAR)法、Justin法和Lacey法等多种试验方法,对阿达比勒省Dareh-Rood流域的多个子流域进行了检验和评价。本研究收集了1380 ~ 1994年间7个水文站的流量数据,共统计周期为15年,利用统计方法对这些站的不完整数据进行了补全。然后,利用ArcGIS和WMS软件,提取子盆地的面积、坡度、形状因子和平均高度等地貌特征。计算均方根误差、相对百分比误差(ε)、平均绝对误差(MAE)、剩余质量系数(Coefficient of residual mass)和模型效率(EF)对模型进行评价。结果表明,各方法的准确率排序依次低于cooutagine、Turc、IDOI、ICAR、Lacey、JUSTIN、Inglis和De’souza and Khosla。对于回归模型,这些统计量分别估计为21.9 21.09,0.01和0.1。结果表明,除回归模型外,其他试验方法均不能提供可靠的结果,回归模型估算的不同流域径流量与实测径流数据吻合较好。