INITIATION OF MOTION BASED ON FROUDE NUMBER
1. Initiation of motion 1.1 Initiation of motion is the threshold at which bed-material sediment particles start to move in open-channel flow. 1.2 This threshold is important in channel design in order to assure sediment movement and avoid clogging. 1.3 The Froude number F = 0.08 has often been taken as a minimum value to prevent clogging. 1.4 Herein we derive a general Froude criterion for initiation of motion, confirming the validity of F = 0.08 for a wide range of practical applications. 2. The Shields criterion 2.1 The Shields criterion for initiation of motion relates the dimensionless shear stress τ* with the boundary Reynolds number R*, as shown in this figure. 2.2 The solid curve separates motion above the curve from no motion below the curve. 2.3 The Shields criterion is: 2.4
2.5 in which τo = bottom shear stress, γs = specific weight of sediment particles, γ = specific weight of water, ds = sediment particle diameter, and τ*c = dimensionless critical shear stress. 2.6 For practical applications, the dimensionless critical shear stress τ*c can be taken as a constant for a wide range of boundary Reynolds numbers R*. 3. The quadratic friction formula 3.1 The quadratic friction formula of fluid mechanics is: 3.2
3.3 in which ρ = mass density of water, f = a friction factor for open-channel flow, equal to 1/8 of the Darcy-Weisbach friction factor fD, and v = mean velocity. 4. The Froude criterion 4.1 The Froude number is: 4.2
4.3 in which g = gravitational acceleration and d = flow depth. 5. The Froude criterion for initiation of motion 5.1 Replacing this equation [Eq. 2] and this equation [Eq. 3] into this equation [Eq. 1]: 5.2
5.3 In most cases, the ratio γs/γ = 2.65. 5.4 Therefore, the Froude criterion reduces to: 5.5
5.6 As a convenient approximation, the Shields curve suggests a value of critical dimensionless shear stress τ*c = 0.04 for a wide range of boundary Reynolds numbers. Therefore: 5.7
5.8 The friction factor varies normally in the range 0.002 ≤ f ≤ 0.005, which corresponds with Darcy-Weisbach's friction factor 0.016 ≤ fD ≤ 0.040. 5.9 We assume a midrange value of f = 0.0035, corresponding to fD = 0.028. 5.10 The Froude criterion reduces to: 5.11
5.12 For a given particle diameter, relative to the flow depth, this equation states the Froude number that must be exceeded to assure initiation of motion. 5.13 For instance, for ds / d = 0.0004, i.e., a particle size of 0.4 mm in 1 m of depth, this equation reduces to: 5.14
5.15 For ds / d = 0.0003, this equation reduces to: 5.16
5.17 As an example, assume: (a) a friction factor f = 0.005 (a high value), and (b) a relative particle diameter ds / d = 0.0005 (a high value). 5.18 The application of this equation [Eq. 6] results in: 5.19
5.19 In terms of Manning friction, for a hydraulically wide channel in SI units, the Froude criterion for initiation of motion is:
5.20 For example, for flow depth d = 1 m, mean diameter ds = 0.4 mm, and Manning's n = 0.020, the Froude criterion is:
6. Summary 6.1 The Shields criterion is expressed in terms of the Froude number, enabling the calculation of the minimum Froude number for initiation of bed-material sediment motion in open-channel flow. 6.2 Given critical dimensionless shear stress, friction factor, and relative particle diameter, the developed relation confirms the validity of Froude number F = 0.08 as a convenient descriptor of initiation of motion in most cases of practical interest. Narrator: Victor M. Ponce Music: Fernando Oñate Graphics: Flor Perez Editor: Aleksandr Gostomelskiy Credits: initiation.sdsu.edu
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