کاربرد مدل‌های هوش مصنوعی و سری زمانی در تخمین رواناب (مطالعه موردی: قسمتی از حوضه آبریز رودخانه هلیل)

فصلنامه علمی مهندسی منابع آب

مقاله 4، دوره 16، شماره 58، آبان 1402، صفحه 55-67   

نوع مقاله: مقاله پژوهشی

شناسه دیجیتال (DOI): 10.30495/wej.2023.29501.2345

نویسندگان

الهه فرودی صفات¹؛ محمد مهدی احمدی^{* 2}؛ کورش قادری²؛ سودابه گلستانی کرمانی³

¹فارغ التحصیل مقطع کارشناسی ارشد رشته سازه‌های آبی، بخش علوم و مهندسی آب، دانشگاه شهید باهنر کرمان، کرمان، ایران

²دانشیار بخش علوم و مهندسی آب دانشگاه شهید باهنر کرمان، کرمان، ایران

³استادیار بخش علوم و مهندسی آب دانشگاه شهید باهنر کرمان، کرمان، ایران

تاریخ دریافت: 13 آذر 1400،  تاریخ بازنگری: 12 مهر 1401،  تاریخ پذیرش: 24 آبان 1402 

چکیده

چکیده
مقدمه: پیش­بینی دقیق رواناب و سیلاب برای جلوگیری از خسارتهای جانی و مالی یکی از چالش برانگیزترین کارها در مطالعات هیدرولوژیکی یک منطقه می باشد. از این رو، توسعه مدل های دقیق پیشبینی از قبیل روش های هوش مصنوعی مورد توجه بیشتر محققین قرار گرفته است.
روش­: در این تحقیق به بررسی کارآیی 3 مدل ANN، GMDH و ARIMA جهت شبیه ­سازی سیلاب قسمتی از حوضه رودخانه هلیل رود در استان کرمان پرداخته شد. مدل ANN یک روش مدل­سازی غیرخطی است که به مرور عملکرد خود را بهبود می ­بخشد. GMDH یک مدل هوش مصنوعی با ویژگی­ های قابلیت خودسازماندهی اکتشافی است که در انتهای آن سیستمی پیچیده با عملکرد مطلوب شکل می­ گیرد. کد نوشته شده ARIMA به ساخت مدلی برای توصیف ساختار داده ­ها و سپس پیش­بینی سری زمانی می ­پردازد. داده­های ورودی به مدل­ های فوق شامل دبی، بارش، دما، باد و رطوبت ماهانه بودند و مقادیر رواناب شبیه ­سازی شده با مقادیر مشاهداتی مقایسه گردید.
یافته ­ها: جهت ارزیابی دقت مدل­ها از شاخص ­های آماری RMSE، MSD و MAE استفاده شد و نتایج بدست آمده نشان داد مدل ((m³/s)042/0RMSE=، ²(m³/s)001/0MSD= و (m³/s)027/0MAE=) ANN توانست رواناب را با دقت بالاتری  در مقایسه با مدل (068/0RMSE=، 005/0 MSD= و 056/0MAE=) GMDH و سری زمانی (096/0RMSE=، 009/0MSD= و 063/0MAE=) ARIMA در حوضه مورد مطالعه برآورد کند. میانگین خطا در تخمین رواناب با مدل ANN در مقایسه با مقادیر تخمین زده شده با مدل GMDH و ARIMA به ترتیب 23/38 و 25/56 درصد کاهش یافت.
نتیجه­ گیری: باتوجه به نتایج بدست آمده در این مطالعه، مدل شبکه عصبی مصنوعی به سبب توانایی ساختاری مناسب جهت پیدا کردن رابطه غیرخطی بین داده های ورودی و خروجی، توانسته است کارایی بهتری نسبت به دو مدل دیگر از خود نشان دهند. 

کلیدواژه‌ها

بارش- رواناب؛ خودهمبسته با میانگین متحرک یکپارچه (ARIMA)؛ شبکه عصبی مصنوعی (ANN)؛ کنترل گروهی داده‌ها (GMDH)؛ مدیریت منابع آب

عنوان مقاله [English]

Applications of artificial intelligence and time series models in runoff estimation (Case Study: Part of Halil river basin)

نویسندگان [English]

Elaheh Foroudi Sefat¹؛ Mohammad Mehdi Ahmadi²؛ Kourosh Qaderi²؛ Soudabeh Golestani kermani³

¹Former MSc Student of Water Engineering, Shahid Bahonar University of Kerman, Kerman, Iran

²Associate Prof. of Water Engineering, Shahid Bahonar University of Kerman, Kerman, Iran

³Assistant Prof. of Water Engineering, Shahid Bahonar University of Kerman, Kerman, Iran

چکیده [English]

Abstract
Introduction: Accurate forecasting of runoff and flooding to avoid human and financial losses is one of the most challenging tasks in hydrological studies of a given locale. Therefore, researchers have paid more attention to the development of accurate flood forecasting models, including the use of artificial intelligence methods.
Methods: In this investigation, the efficiency of 3 models, ANN, GMDH and ARIMA, has been investigated in order to simulate the flood of a part of Halil river basin in Kerman province. ANN model is a non-linear modeling method that improves its performance over time. The GMDH composed code is an artificial intelligence model with exploratory self-organizing features, at the conclusion of which a complex system with optimal performance is formed. Composed ARIMA code builds a model to describe the structure of the data and then predict the time series. The input data to the above models included discharge, precipitation, temperature, wind and monthly humidity, and the simulated runoff values ​​were compared with the observed values.
Findings: In order to evaluate the accuracy of the models in this research, statistical indices were used and the results showed that the ANN model (RMSE=0.042, MSD=0.001, MAE=0.027) had the possibility to estimate the runoff with higher accuracy compared to the GMDH model (RMSE=0.068, MSD=0.005, MAE=0.056) and the ARIMA time series (RMSE=0.096, MSD=0.009, MAE=0.063) in the studied basin. The mean error in runoff estimation with ANN model has been reduced by 38.23% and 56.25%, respectively, compared to the values estimated with GMDH and ARIMA models. According to the results obtained in this study, the artificial neural network model has been able to show a better performance than the other two models in predicting the outputs due to its suitable structural ability to find the nonlinear relationship between the input and output data.

کلیدواژه‌ها [English]

Rainfall- Runoff, Auto Regressive Integrated Moving Average (ARIMA), Artificial Neural Network (ANN), Group Method of Data Handling (GMDH), Water resources management

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