Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Seyed Morteza Seyedian"'
Publikováno v:
پژوهشهای آبخیزداری, Vol 32, Iss 3, Pp 63-77 (2019)
Because of incomplete model input and imperfections of the model structure there is not any single hydrological model that has the best performance in different conditions and present outputs without uncertainty. In this situation by combining indivi
Externí odkaz:
https://doaj.org/article/293d723825ab459eb7c91fae3e6ec150
Publikováno v:
علوم و مهندسی آبیاری, Vol 39, Iss 4, Pp 59-70 (2016)
Watershed structures are among of expensive projects that are constructed to decrease erosion and sediment load and decreasing flood in watershed. Constructing any structures in flood bed can change the flood behavior. This research tries to study ch
Externí odkaz:
https://doaj.org/article/aa0445dba58f493aa676ea89d1615f49
Autor:
Seyed Morteza Seyedian, Hamed Rouhani
Publikováno v:
Građevinar, Vol 67, Iss 12., Pp 1165-1176 (2015)
Capabilities offered by an adaptive neuro-fuzzy inference system (ANFIS) in the estimation of daily sediment loads at four stations in the USA, are explored in the paper. For this purpose, models with various input combinations of data sets were cons
Externí odkaz:
https://doaj.org/article/0d0a89aa67a64960bf9128ed1c428774
Determination of Stream Tube Dimensions and the Strength of Secondary Circulation at Lateral Intakes
Publikováno v:
آب و فاضلاب, Vol 22, Iss 4, Pp 83-94 (2012)
In lateral intakes a portion of stream flow which enters the intake is divided from the upstream of the intake and is called stream tube. Past researchers have proved that the amount of flow and sediment discharge entering the intake as well as desig
Externí odkaz:
https://doaj.org/article/b6764ce2cd0a4dfb9ac74d81c953885c
Autor:
Seyed Morteza Seyedian, Hossien Riahi-Madvar, Abolhasan Fatabadi, Masoomeh Farasati, Somayeh Ghaznavi
Publikováno v:
Arabian Journal of Geosciences. 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcebc6e94e1e0dc1f18cec5544490f27
https://doi.org/10.1007/s12517-022-09704-0
https://doi.org/10.1007/s12517-022-09704-0
Publikováno v:
Science of The Total Environment. 818:151760
Suspended sediment transport in river system is a complex process influenced by many factors that their interactions lead to nonlinear and high scatter of concentration-discharge relationships. This makes the model prediction subject to high uncertai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d34c627bd86f55e317893d7816fa318e
https://doi.org/10.1016/j.scitotenv.2021.151760
https://doi.org/10.1016/j.scitotenv.2021.151760
Publikováno v:
Geoscience Frontiers, Vol 12, Iss 5, Pp 101222-(2021)
More accurate and reliable estimation of residual strength friction angle (ϕr) of clay is crucial in many geotechnical engineering applications, including riverbank stability analysis, design, and assessment of earthen dam slope stabilities. However
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5e02784fddf259fc9613772feca5b8ca
https://doi.org/10.1016/j.gsf.2021.101222
https://doi.org/10.1016/j.gsf.2021.101222
Autor:
Hamed Rouhani, Seyed Morteza Seyedian
Publikováno v:
Journal of the Croatian Association of Civil Engineers. 67:1165-1176
Capabilities offered by an adaptive neuro-fuzzy inference system (ANFIS) in the estimation of daily sediment loads at four stations in the USA, are explored in the paper. For this purpose, models with various input combinations of data sets were cons
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7de1a7ad6686a740d72ff80bdb4ba625
https://doi.org/10.14256/jce.1210.2015
https://doi.org/10.14256/jce.1210.2015
Publikováno v:
Journal of Hydrodynamics. 26:482-492
In this work, we studied the dimensions of stream tube in the vertical as well as inclined bank conditions. Data were collected from both a physical model and a 3-D numerical model (SSIIM 2). Equations for predicting stream tube dimensions were prese
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::144898c9df9fe91fbf56a64362681df5
https://doi.org/10.1016/s1001-6058(14)60055-x
https://doi.org/10.1016/s1001-6058(14)60055-x
Publikováno v:
Proceedings of the Institution of Civil Engineers - Water Management. 167:230-237
The effects of parameters such as weir length, height of weir, water depth at weir entrance and bed slope on the discharge coefficient of a rectangular sharp-crested side weir were analysed using standard linear regression and the adaptive neuro-fuzz
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d553a69cffdf8cb23720abaa028295e
https://doi.org/10.1680/wama.12.00102
https://doi.org/10.1680/wama.12.00102