Massoud Tabesh

Prof. Massoud Tabesh

orcid

Research Focus & Metrics

Academic Career Length

26Years (2001-Present)

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

Representative Publications

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1 January 2009 in Journal of Hydroinformatics
Verified
Journal Article
Closed access
MTMassoud Tabesh
Massoud Tabesh
JSJ. Soltani
J. Soltani
Raziyeh FarmaniRaziyeh Farmani
Raziyeh Farmani
Dragan SavicDragan Savic
Dragan Savic
In this paper two models are presented based on Data-Driven Modeling (DDM) techniques (Artificial Neural Network and neuro-fuzzy systems) for more comprehensive and more accurate prediction of the pipe failure rate and an improved assessment of the reliability of pipes. Furthermore, a multivariate regression approach has been developed to enable comparison with the DDM-based methods. Unlike the existing simple regression models for prediction of pipe failure rates in which only few factors of diameter, age and length of pipes are considered, in this paper other parameters such as pressure and pipe depth, are also included. Furthermore, an investigation is carried out on most commonly used mechanical reliability relationships and the results of incorporation of the proposed pipe failure models in the reliability index are compared. The proposed models are applied to a real case study involving a large water distribution network in Iran and the results of model predictions are compared with measured pipe failure data. Compared with the results of neuro-fuzzy and multivariate regression models, the outcomes of the artificial neural network model are more realistic and accurate in the prediction of pipe failure rates and evaluation of mechanical reliability in water distribution networks.

14 June 2008 in Water Resources Management
Verified
Journal Article
Closed access
PDF file
MTMassoud Tabesh
Massoud Tabesh
AYA. H. Asadiyani Yekta
A. H. Asadiyani Yekta
RBR. Burrows
R. Burrows

1 April 2017 in Journal of Environmental Management
Verified
Journal Article
Closed access
MAMohammad Javad Anbari
Mohammad Javad Anbari
MTMassoud Tabesh
Massoud Tabesh
Abbas RoozbahaniAbbas Roozbahani
Abbas Roozbahani

27 May 2009 in Water Resources Management
Verified
Journal Article
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SNSara Nazif
Sara Nazif
MOmohammadali olyaei
mohammadali olyaei
MTMassoud Tabesh
Massoud Tabesh
AMAli Moridi
Ali Moridi

1 June 2021 in Journal of Environmental Management
Verified
Journal Article
Closed access
SSSeyyed Ahmadreza Shahangian
Seyyed Ahmadreza Shahangian
MTMassoud Tabesh
Massoud Tabesh
Masoud YazdanpanahMasoud Yazdanpanah
Masoud Yazdanpanah

1 August 2001 in Journal of Water Resources Planning and Management
Verified
Journal Article
Closed access
TTTiku Tanyimboh
Tiku Tanyimboh
MTMassoud Tabesh
Massoud Tabesh
RBR. Burrows
R. Burrows
This paper presents a new way of interpreting the results of the traditional demand-driven network analysis as an approximation to pressure-driven simulation so as to calculate the reliability of single-source networks. The approach is useful because most network modeling software packages use the demand-driven analysis approach and are incapable of simulating pressure-deficient conditions properly. The formulation draws from recent developments in pressure-driven simulation and can be used to calculate the reliability of an entire water distribution network or that of the individual demand nodes. The method herein is probabilistic in that the random nature of link failures is accounted for. Using a sample network, it is shown that the method has several advantages including simplicity and a very high computational efficiency.