Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Naser Moosavian"'
Publikováno v:
آب و فاضلاب, Vol 33, Iss 3, Pp 126-138 (2022)
Using pressure reducing valves to reduce the pressure in water distribution systems to the minimum of required value is one of the most effective ways for leakage reduction. Valve opening/closing, switching a pump on/off and water consumption fluctua
Externí odkaz:
https://doaj.org/article/1ad424943bdb4232aaafb23c0a8611d9
Publikováno v:
Civil Engineering Infrastructures Journal, Vol 48, Iss 1, Pp 9-22 (2015)
The analysis of flow in water-distribution networks with several pumps by the Content Model may be turned into a non-convex optimization uncertain problem with multiple solutions. Newton-based methods such as GGA are not able to capture a global opti
Externí odkaz:
https://doaj.org/article/d37ab216f1b347a79429a697a3c521af
Autor:
Barbara J. Lence, Naser Moosavian
Publikováno v:
International Journal of Civil Engineering. 18:1327-1345
Several numerical methods have been developed to analyze water hammer dynamics, and among these, the method of characteristics (MOC) is the most widely applied, establishing the time-dependent characteristic equations that account for the components
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e42ec449354bcb43b74f73020883a698
https://doi.org/10.1007/s40999-020-00546-z
https://doi.org/10.1007/s40999-020-00546-z
Autor:
Naser Moosavian
Publikováno v:
Journal of Hydraulic Research. 59:148-157
In the analysis of water distribution networks (WDNs) facing uncertainty, fuzzy set theory is suggested as an applicable stochastic analysis approach when the probability distributions of the infor...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc0d7edb657e98bd09d1bb07ed975ae3
https://doi.org/10.1080/00221686.2020.1744748
https://doi.org/10.1080/00221686.2020.1744748
Autor:
Naser Moosavian
Publikováno v:
Canadian Journal of Civil Engineering. 46:1151-1159
In this paper, a new matrix framework has been developed for the simulation of flow and pressure in porous media. In this framework, the pressure gradient formulation in Darcy’s law is considered as the head-loss equation in pipe network modeling.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1652c8c4bdf8bb4d7961dd4c771d263c
https://doi.org/10.1139/cjce-2018-0786
https://doi.org/10.1139/cjce-2018-0786
Autor:
Barbara J. Lence, Naser Moosavian
Publikováno v:
Journal of Water Resources Planning and Management. 146
The reliability of water distribution network (WDN) designs for satisfying water demands under normal and abnormal operating conditions, including during pipe bursts and as systems age, is ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4b0081f9ee1ebf5e1b219b7d7d0c012
https://doi.org/10.1061/(asce)wr.1943-5452.0001161
https://doi.org/10.1061/(asce)wr.1943-5452.0001161
Autor:
Naser Moosavian, Barbara J. Lence
Publikováno v:
Journal of Computing in Civil Engineering. 33
Design of water distribution networks (WDNs) is classified as a large combinatorial discrete nonlinear nondeterministic polynomial-hard (NP-hard) optimization problem. The main concerns ass...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c86c2151507d546defe7051d9ebcfa24
https://doi.org/10.1061/(asce)cp.1943-5487.0000849
https://doi.org/10.1061/(asce)cp.1943-5487.0000849
Autor:
Naser Moosavian, Barbara J. Lence
Publikováno v:
Journal of Hydraulic Engineering. 144
Design and analysis of water distribution networks (WDNs) is laden with uncertainty, both aleatory, i.e., natural randomness, such as variations in reservoir elevation heads, and epistemic,...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f59dd5c51daff4469a5d7500e8aec630
https://doi.org/10.1061/(asce)hy.1943-7900.0001483
https://doi.org/10.1061/(asce)hy.1943-7900.0001483
Autor:
Naser Moosavian
Publikováno v:
Swarm and Evolutionary Computation. 20:14-22
Soccer league competition (SLC) algorithm, is a new meta-heuristic optimization technique and has been successfully used to tackle the optimization problems in discrete or continuous space. Fundamental ideas of SLC are inspired by a professional socc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::72e6c1b5845a4544b3ee64d0bcfff96b
https://doi.org/10.1016/j.swevo.2014.10.002
https://doi.org/10.1016/j.swevo.2014.10.002