Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Mehdi Fuladipanah"'
Autor:
Mehdi Fuladipanah, Alireza Shahhosseini, Namal Rathnayake, Hazi Md. Azamathulla, Upaka Rathnayake, D. P. P. Meddage, Kiran Tota-Maharaj
Publikováno v:
Water Practice and Technology, Vol 19, Iss 6, Pp 2442-2459 (2024)
Measurement inaccuracies and the absence of precise parameters value in conceptual and analytical models pose challenges in simulating the rainfall–runoff modeling (RRM). Accurate prediction of water resources, especially in water scarcity conditio
Externí odkaz:
https://doaj.org/article/22380a96883a4454aa7afe15f7d3d075
Autor:
Ozgur Kisi, Hazi Mohammad Azamathulla, Fatih Cevat, Christoph Kulls, Mehdi Kuhdaragh, Mehdi Fuladipanah
Publikováno v:
Results in Engineering, Vol 22, Iss , Pp 102017- (2024)
Streamflow, a pivotal variable in water resources management, holds profound significance in shaping the decision-making processes of hydrologic projects. This paper tries to delve into the exploration of the stage-discharge relationship using three
Externí odkaz:
https://doaj.org/article/8fdf5acf68a74dbdb0ddc5aea46584c9
Publikováno v:
Water Supply, Vol 24, Iss 2, Pp 585-600 (2024)
The intricate calculation of bed sediment load (BSL), which is influenced by hydraulic, hydrological, and sedimentary factors, is vital for informed decision-making in water resource management. Machine learning models, which are gaining popularity d
Externí odkaz:
https://doaj.org/article/af9a1db1ed294ddea006682f2991f08a
Publikováno v:
Applied Water Science, Vol 13, Iss 12, Pp 1-22 (2023)
Abstract The study focuses on the critical concern of designing secure and resilient bridge piers, especially regarding scour phenomena. Traditional equations for estimating scour depth are limited, often leading to inaccuracies. To address these sho
Externí odkaz:
https://doaj.org/article/635becfc107645ee868b84f66ed1b5a1
Publikováno v:
Results in Engineering, Vol 20, Iss , Pp 101604- (2023)
Flip-bucket spillways are utilized in hydraulic engineering to diminish the kinetic energy of flowing water by redirecting the flow jet into the air. In the downstream stailing basin with low tail-water, sediment particles movement results in scour h
Externí odkaz:
https://doaj.org/article/d2f431e2017a46f9936af8cc8f347644
Publikováno v:
Geocarto International, Vol 38, Iss 1 (2023)
Contamination and seawater intrusion are esteemed as chief issues of coastal aquifers resulting from unscientific utilization, non-standard monitoring network and improper management. In the present study, an optimum monitoring network with appropria
Externí odkaz:
https://doaj.org/article/5b8dbe1c04c241fa90e35f713acc7033
Publikováno v:
Journal of Hydraulic Structures, Vol 8, Iss 4, Pp 57-72 (2023)
As a destructive process, scouring exposes bridge foundations to failure and disastrous consequences. Control structures of various arrangements are capable to change and manage the adverse effects. This paper aims to investigate the effect of submer
Externí odkaz:
https://doaj.org/article/37c782f840ca45218f0d744ecf76beaf
Publikováno v:
Water Supply, Vol 22, Iss 2, Pp 1964-1982 (2022)
As a remarkable parameter, the discharge coefficient (Cd) plays an important role in determining weirs' passing capacity. In this research work, the support vector machine (SVM) and the gene expression programming (GEP) algorithms were assessed to pr
Externí odkaz:
https://doaj.org/article/7e8e81ab2e5a4a17a6ad074053246ea2
Autor:
mehdi fuladipanah, reza jafarinia
Publikováno v:
مهندسی منابع آب, Vol 13, Iss 45, Pp 57-70 (2020)
In this research work, besides analyzing the scour hole at the downstream of the siphon spillway physical model, some equations have been presented to predict scour hole developing. A physical model of siphon spillway along with three flip buckets of
Externí odkaz:
https://doaj.org/article/8613bc605bb443b4b638af9b20460ef2
Publikováno v:
Journal of Applied Research in Water and Wastewater, Vol 7, Iss 2, Pp 137-143 (2020)
In this paper, two groups of datasets including Froehlich (1988) and USGS were implemented to simulate scour depth for bridge piers of three shapes (circular, sharp-nose and rectangular) using support vector machine (SVM) algorithm. The results of th
Externí odkaz:
https://doaj.org/article/0f70b23d774a4669a0746e012c254cba