Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Nashwan K. Alomari"'
Publikováno v:
Water Supply, Vol 24, Iss 2, Pp 615-624 (2024)
Weirs are among the most essential hydraulic structures for measuring water discharge in open channels. The prediction of water discharge over weirs should be as precise and straightforward measured as feasible. The experimental investigation of flow
Externí odkaz:
https://doaj.org/article/03d1d69729534c5a972c8d2901c57ca8
Modeling of scour depth and length of a diversion channel flow system with soft computing techniques
Publikováno v:
Water Supply, Vol 23, Iss 3, Pp 1267-1283 (2023)
This study employed soft computing techniques, namely, support vector machine (SVM) and Gaussian process regression (GPR) techniques, to predict the properties of a scour hole [depth (ds) and length (Ls)] in a diversion channel flow system. The study
Externí odkaz:
https://doaj.org/article/e9ff58aba3974f919aaf184beb52390a
Publikováno v:
Al-Rafidain Engineering Journal (AREJ). 26:218-226
Autor:
Ahmed Mohammed Sami Al-Janabi, Aminuddin Ab Ghani, Parveen Sihag, Nashwan K. Alomari, Somvir Singh Nain
Publikováno v:
Modeling Earth Systems and Environment. 7:2531-2543
River discharge links the hydrologic and geologic cycles in addition to climate components; therefore, it forms an important source of hydraulic and hydrologic quantity. The ability to quantify river discharge accurately is very important for estimat
Publikováno v:
International Journal of Sediment Research. 35:600-608
Accumulation of the sediment in the stream of the diversion channels adversely affects its operational systems. Diversion channels are often constructed perpendicular to the main river. In this study, the water flow and sediment transport in the dive
Publikováno v:
CATENA. 166:10-20
Diversion flows from rivers or main channels affect bed morphology and cause erosion and sedimentation at the diversion channel junction. In a diversion channel flow system, the scour depth and scour length are considered important parameters and sho
Publikováno v:
AL-Rafdain Engineering Journal (AREJ). 23:51-61