Reza Mohammadpour

Reza Mohammadpour

orcid

Research Focus & Metrics

Academic Career Length

14Years (2013-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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19 November 2014 in Environmental Science and Pollution Research
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Journal Article
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RMReza Mohammadpour
Reza Mohammadpour
SSSyafiq Shaharuddin
Syafiq Shaharuddin
Chun Kiat ChangChun Kiat Chang
Chun Kiat Chang
NZNor Azazi Zakaria
Nor Azazi Zakaria
Aminuddin Ab GhaniAminuddin Ab Ghani
Aminuddin Ab Ghani
Weng ChanWeng Chan
Weng Chan

6 January 2016 in Environmental Earth Sciences
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Journal Article
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RMReza Mohammadpour
Reza Mohammadpour
SSSyafiq Shaharuddin
Syafiq Shaharuddin
NZNor Azazi Zakaria
Nor Azazi Zakaria
Aminuddin Ab GhaniAminuddin Ab Ghani
Aminuddin Ab Ghani
MVMohammadtaghi Vakili
Mohammadtaghi Vakili
Weng ChanWeng Chan
Weng Chan

1 February 2013 in International Journal of River Basin Management
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Journal Article
Closed access
RMReza Mohammadpour
Reza Mohammadpour
Aminuddin Ab GhaniAminuddin Ab Ghani
Aminuddin Ab Ghani
Hazi Mohammad AzamathullaHazi Mohammad Azamathulla
Hazi Mohammad Azamathulla
Accurate prediction of the local scour at abutments is an important criterion to design a safe depth for the bridge foundation. In this paper, the dimension and variation of local scour with time at a vertical-wall abutment were investigated experimentally under clear-water conditions. The multiple linear regression (MLR), gene expression programming (GEP) and artificial neural networks (ANNs), feed forward back propagation and radial basis function were used to predict the time variation of scour depth at a short abutment. Results indicated that the dimension of the scour hole in the x-direction ranged from 3L to 5L upstream and downstream of the abutment, respectively, and also 4L in the y-direction. Statistical analysis showed that, although the ANNs technique produced better results (R 2 = 0.997, RMSE = 0.0113 and MAE = 0.0071) in comparison with the GEP (R 2 = 0.959, RMSE = 0.068 and MAE = 0.044) and MLR techniques (R 2 = 0.958, RMSE = 0.059 and MAE = 0.041), both GEP and MLR are more practical methods. Finally, sensitivity analysis indicated that the local scour was greatly affected by the three studied parameters in the following order, time ratio (t/t e) > abutment length ratio (L/y) > velocity ratio (U/U c).

18 October 2015 in Natural Hazards
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RMReza Mohammadpour
Reza Mohammadpour
Aminuddin Ab GhaniAminuddin Ab Ghani
Aminuddin Ab Ghani
MVMohammadtaghi Vakili
Mohammadtaghi Vakili
TSTooraj Sabzevari
Tooraj Sabzevari

5 August 2014 in Water Science & Technology
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Journal Article
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RMReza Mohammadpour
Reza Mohammadpour
SSSyafiq Shaharuddin
Syafiq Shaharuddin
Chun Kiat ChangChun Kiat Chang
Chun Kiat Chang
NZNor Azazi Zakaria
Nor Azazi Zakaria
Aminuddin Ab GhaniAminuddin Ab Ghani
Aminuddin Ab Ghani
Free-surface constructed wetlands are known as a low-energy green technique to highly decrease a wide range of pollutants in wastewater and stormwater before discharge into natural water. In this study, two spatial analyses, principal factor analysis and hierarchical cluster analysis (HACA), were employed to interpret the effect of wetland on the water quality variables (WQVs) and to classify the wetland into groups with similar characteristics. Eleven WQVs were collected at the 17 sampling stations twice a month for 13 months. All sampling stations were classified by HACA into three clusters, with high, moderate, and low pollution areas. To improve the water quality, the performance of Cluster-III (micropool) is more significant than Cluster-I and Cluster-II. Implications of this study include potential savings of time and cost for long-term data monitoring purposes in the free-constructed wetland.

25 September 2017 in Arabian Journal of Geosciences
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RMReza Mohammadpour
Reza Mohammadpour