Mohamed ElFetyany

Dr. Mohamed ElFetyany

Water Management Research Institute, National Water Research Center, Cairo, Al Qāhirah, Egypt
orcid

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

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

Representative Publications

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30 July 2022 in Alexandria Engineering Journal
Verified
Journal Article
Open access
MMM.A.M. Moursy
M.A.M. Moursy
MEMohamed ElFetyany
Mohamed ElFetyany
AMA.M.I. Meleha
A.M.I. Meleha
MEMaha A. El-Bialy
Maha A. El-Bialy

1 August 2021 in Alexandria Engineering Journal
Verified
Journal Article
Open access
MEMohamed ElFetyany
Mohamed ElFetyany
HFHanan Farag
Hanan Farag
SGSamah H. Abd El Ghany
Samah H. Abd El Ghany

12 July 2023 in Alexandria Engineering Journal
Verified
Journal Article
Open access
MMMohamed Anter Moursy
Mohamed Anter Moursy
NKNessrien S. Abdel Kareem
Nessrien S. Abdel Kareem
EME.F. Mustafa
E.F. Mustafa
MEMohamed ElFetyany
Mohamed ElFetyany

1 September 2021 in Ain Shams Engineering Journal
Verified
Journal Article
Open access
MEMohamed ElFetyany
Mohamed ElFetyany
RKRokaia Kamal
Rokaia Kamal
MHMohamed Helmy
Mohamed Helmy
MNMohamed Lotfy Nasr
Mohamed Lotfy Nasr

1 December 2019 in Alexandria Engineering Journal
Verified
Journal Article
Open access
TETalaat ElGamal
Talaat ElGamal
MEMohamed ElFetyany
Mohamed ElFetyany
GEGamal ElKassar
Gamal ElKassar

1 October 2017 in Water Science
Verified
Journal Article
Open access
MEMohamed ElFetyany
Mohamed ElFetyany
The irrigation improvement program implemented by MWRI aimed to modernize Egypt’s irrigation system through improvement of infrastructure and establishment of Water Users Organizations WUOs. There is concern about the high cost of the IIP improvements, which has increased from about 2500 LE/fed in May 2000 to about 10,000 LE/fed May 2016. The concern focuses mainly on the mesqa improvement, which represents over 85% of the cost of the civil works. The modelling analysis discussed reducing mesqa design capacity (water duty), reducing the installed pump capacity, modifying the pump size, modifying the hydraulic design criteria, reducing the wall thickness of PVC pipes for pipeline mesqas, direct pumping of mesqa pipelines, and mesqa layout. Results show that using the revised approach brings down the cost of mesqa improvement from nearly 10,000LE/fed at present to about 6000LE/fed. These reductions based on the analyses of different mesqa modelling through the adoption of certain parameters such as feasibility of the revised design, effective application of continuous flow for water distribution, and downsizing of the capacity of improved mesqas