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Sökning: onr:"swepub:oai:DiVA.org:ltu-103488" > Rainfall modeling u...

Rainfall modeling using two different neural networks improved by metaheuristic algorithms

Sammen, Saad Sh. (författare)
Department of Civil Engineering, College of Engineering, University of Diyala, Diyala Governorate, Iraq
Kisi, Ozgur (författare)
Department of Civil Engineering, Technical University of Lübeck, 23562, Lübeck, Germany; Department of Civil Engineering, Ilia State University, 0162, Tbilisi, Georgia
Ehteram, Mohammad (författare)
Department of Water Engineering and Hydraulic Structures, Faculty of Civil Engineering, Semnan, Iran
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El-Shafie, Ahmed (författare)
Civil Engineering Department, Faculty of Engineering, University of Malaya, Kuala Lumpur, Malaysia
Al-Ansari, Nadhir (författare)
Luleå tekniska universitet,Geoteknologi
Ghorbani, Mohammad Ali (författare)
Department of Civil Engineering, Istanbul Technical University, Ayazaga Campus, 34469, Maslak, Istanbul, Turkey
Bhat, Shakeel Ahmad (författare)
College of Agricultural Engineering and Technology, SKUAST-Kashmir, Srinagar, 190025, India
Ahmed, Ali Najah (författare)
Institute of Energy Infrastructure (IEI), Universiti Tenaga Nasional (UNITEN), 43000, Selangor, Malaysia
Shahid, Shamsuddin (författare)
School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia (UTM), 81310, Johor, Malaysia
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 (creator_code:org_t)
Springer Nature, 2023
2023
Engelska.
Ingår i: Environmental Sciences Europe. - : Springer Nature. - 2190-4707 .- 2190-4715. ; 35
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
Stäng  
  • Rainfall is crucial for the development and management of water resources. Six hybrid soft computing models, including multilayer perceptron (MLP)–Henry gas solubility optimization (HGSO), MLP–bat algorithm (MLP–BA), MLP–particle swarm optimization (MLP–PSO), radial basis neural network function (RBFNN)–HGSO, RBFNN–PSO, and RBFGNN–BA, were used in this study to forecast monthly rainfall at two stations in Malaysia (Sara and Banding). Different statistical measures (mean absolute error (MAE) and Nash–Sutcliffe efficiency (NSE) and percentage of BIAS (PBIAS)) and a Taylor diagram were used to assess the models’ performance. The results indicated that the MLP–HGSO performed better than the other models in forecasting rainfall at both stations. In addition, transition matrices were computed for each station and year based on the conditional probability of rainfall or absence of rainfall on a given month. The values of MAE for testing processes for the MLP–HGSO, MLP–PSO, MLP–BA, RBFNN–HGSO, RBFNN–BA, and RBFNN–PSO at the first station were 0.712, 0.755, 0.765, 0.717, 0.865, and 0.891, while the corresponding NSE and PBIAS values were 0.90–0.23, 0.83–0.29, 0.85–0.25, 0.87–0.27, 0.81–0.31, and 0.80–0.35, respectively. For the second station, the values of MAE were found 0.711, 0.743, 0.742, 0.719, 0.863 and 0.890 for the MLP–HGSO, MLP–PSO, MLP–BA, RBFNN–HGSO, RBFNN–BA, and RBFNN–PSO during testing processes and the corresponding NSE–PBIAS values were 0.92–0.22, 0.85–0.28, 0.89–0.26, 0.91–0.25, 0.83–0.31, 0.82–0.32, respectively. Based on the outputs of the MLP–HGSO, the highest rainfall was recorded in 2012 with a probability of 0.72, while the lowest rainfall was recorded in 2006 with a probability of 0.52 at the Sara Station. In addition, the results indicated that the MLP–HGSO performed better than the other models within the Banding Station. According to the findings, the hybrid MLP–HGSO was selected as an effective rainfall prediction model.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Vattenteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Water Engineering (hsv//eng)
TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Geoteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Geotechnical Engineering (hsv//eng)

Nyckelord

Markov chain
MLP
Probability matrix
Rainfall modelling
RBFNN
Geoteknik
Soil Mechanics

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