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Suspended Sediment Load Prediction By Using Wavelet-fuzzy Logic Combination Model

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Figure

Figure 1.1: The relationship between flow regime and characteristic features (Lewis,1984) Flow regime is determined by Froude number;
Figure 1.2: Bedform’s presentation (Allen, 1977) The main bed forms are described in the following
Figure 1.3: Contents of Stream Bed
Figure 1.4: The sediment coefficient ψ and critical shear stress T c  in Du Boys  equality (Du Boys, 1879)
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