Zobrazeno 1 - 10
of 97
pro vyhledávání: '"Hazi, Mohammad Azamathulla"'
Publikováno v:
Water Science and Engineering, Vol 17, Iss 2, Pp 187-196 (2024)
Local scour around pipelines crossing rivers or in marine environments is a significant concern. It can lead to failure of the pipelines resulting in environmental side effects and economic losses. This study developed an experimental method to reduc
Externí odkaz:
https://doaj.org/article/b92448a9d9b14aafa29b6d3cb40bf118
Publikováno v:
Results in Engineering, Vol 22, Iss , Pp 102093- (2024)
This research paper delves into creating and comparing rainfall prediction models, employing diverse machine learning algorithms, including Logistic Regression, Decision Tree Classifier, Multi-Layer Perceptron classifier (neural network), and Random
Externí odkaz:
https://doaj.org/article/1845ca49dcfb4cd8bbcb9ed241b1c8c6
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
Autor:
Hajialigol, Saeed, Ahadiyan, Javad, Sajjadi, Seyed Mohsen, Hazi, Mohammad Azamathulla, Chadee, Aaron Anil, Nadian, Hossein Azizi, Kirby, James T.
Publikováno v:
In Results in Engineering March 2024 21
Autor:
Asma Rabiei, Jahanshir Mohammadzadeh-Habili, Aaron Anil Chadee, Seyed Mohammadali Zomorodian, Mohammed Jameel, Hazi Mohammad Azamathulla
Publikováno v:
Water Supply, Vol 23, Iss 9, Pp 3912-3924 (2023)
One of the most used hydraulic structures for energy dissipation of supercritical flow is the hydraulic jump stilling basin. From dimensional analysis, the sequent flow depth ratio of a hydraulic jump over the right-triangle basin is derived as a fun
Externí odkaz:
https://doaj.org/article/de420d413a834c3e818cefcf083a4bb9
Autor:
Amin Gharehbaghi, Redvan Ghasemlounia, Ehsan Afaridegan, AmirHamzeh Haghiabi, Vishwanadham Mandala, Hazi Mohammad Azamathulla, Abbas Parsaie
Publikováno v:
Journal of Hydroinformatics, Vol 25, Iss 4, Pp 1513-1530 (2023)
In the present research, three different data-driven models (DDMs) are developed to predict the discharge coefficient of streamlined weirs (Cdstw). Some machine-learning methods (MLMs) and intelligent optimization models (IOMs) such as Random Forest
Externí odkaz:
https://doaj.org/article/b93a42e98f304a889e3a87eb949359a5
Autor:
Sankar Loganathan, Devananth Ramakrishnan, Mahenthiran Sathiyamoorthy, Hazi Mohammad Azamathulla
Publikováno v:
Results in Engineering, Vol 21, Iss , Pp 101789- (2024)
Groundwater is an important source for the agricultural needs in Thanjavur district, Tamil Nadu State, India. This study focused on assessing the groundwater suitableness for irrigation by employing Mamdani fuzzy inference system (MFIS). The groundwa
Externí odkaz:
https://doaj.org/article/0008682162724673926ecbf77f25019d
Autor:
A. Samadi Rahim, Hojjat Allah Yonesi, H. R. Rahimi, B. Shahinejad, H. Torabi Podeh, Hazi Mohammad Azamathulla
Publikováno v:
Aqua, Vol 72, Iss 5, Pp 781-797 (2023)
The present paper aims to evaluate the effect of emergent rigid vegetation density on the flow's turbulence structure and hydraulic parameters at the non-prismatic floodplains. The experiments were performed using the physical model of the asymmetric
Externí odkaz:
https://doaj.org/article/fa9ef923f9954663bebe31ab9e94fb5e
Publikováno v:
Water Supply, Vol 23, Iss 1, Pp 222-236 (2023)
In this research, an explicit finite difference two steps scheme developed by Richtmyer is presented for simulation of 1D steady/unsteady flow and bed morphology in alluvial channels. Some laboratory experiments were performed in a mobile-bed flume f
Externí odkaz:
https://doaj.org/article/954f46e7d7b04d9986717b53cd167fa9
Publikováno v:
Water Supply, Vol 22, Iss 10, Pp 7767-7781 (2022)
In this study, the effects of the gate opening, sill placement with different widths under the gate, and the sill position from under the gate on the discharge coefficient were investigated experimentally. Sills are placed in positions below, tangent
Externí odkaz:
https://doaj.org/article/a3ce86b4745745ccadc1a8ffd3feaa4c