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- W2360351253 abstract "s: Calculation of sediment load through Rivers is one of basic issues through designing of Hydraulic structures. Studies about possibility of dam hydro and power plant and other hydraulic structure without consider of sedimentation behavior has very important role practically. Some empirical experience has been presented experimentally, defining and modifying of these equations and presentation new formula. It shows that, a new analytical or suitable experimental equation in order to estimate of sediment conveying criteria rarely. Generally, Normal methods with a suitable exponential equation, from data, about discharge or sediment flux, were been determined. With using this function, translated sediment. Volume were been calculated experimentally. This type of equation didn't have distinguished potential side to evaluate specific characteristic of data series, deductively. They couldn't determine exact value of conveying sediment by flow rate and it's not possible to calculate Time changing at average flow rate subsequently. At this paper, not only all result of Suspended local sediment, with applying common methods such as normal statistical method or fuzzy methods, have been evaluated ,but also, compared with each other. Plus, two types of methods were analyzed carefully. This study shows this phenomenon probably possible to occur. Time series were been investigated perfectly (through transformed sediment yield), besides it has been deducted that phase method has accurate and more acceptable Results than other methods and a better convergence were been observed logically. Finally, fuzzy method evaluated more sediment yield than other utilizing methods." @default.
- W2360351253 created "2016-06-24" @default.
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- W2360351253 date "2010-01-01" @default.
- W2360351253 modified "2023-09-26" @default.
- W2360351253 title "Determination of sediment result of flood with using fuzzy methods (case study: Karoon River)." @default.
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