2008
DOI: 10.3133/sir20085093
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Simulation of Flow, Sediment Transport, and Sediment Mobility of the Lower Coeur d'Alene River, Idaho

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Cited by 43 publications
(42 citation statements)
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“…A constant value of 0.0025 was chosen to match the values given in Ref. [6]. This drag coefficient is only used in calculating bed shear stress and a different value is used for calibrating the flow velocity (see Section 2.5).…”
Section: Sediment Erosion and Depositionmentioning
confidence: 99%
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“…A constant value of 0.0025 was chosen to match the values given in Ref. [6]. This drag coefficient is only used in calculating bed shear stress and a different value is used for calibrating the flow velocity (see Section 2.5).…”
Section: Sediment Erosion and Depositionmentioning
confidence: 99%
“…The simplified curve we use here is thus given by: Table 1 Mean critical shear stress (t c ) conditions for the entrainment of various sediment grain sizes (D) from Ref. [6]. Given the high current velocities within the Pentland Firth, one might expect gravel to be the dominant sediment type here.…”
Section: Turbine Parameterisationmentioning
confidence: 99%
“…(). Last, to estimate nearbed disturbance, we estimated the proportion of time the median particle was in motion by quantifying frequency that critical shear stress ( t * ) was exceeded, estimated from d 50 by linear interpolation of t * and sediment size data (see Berenbrock and Tranmer ; Appendix ).…”
Section: Methodsmentioning
confidence: 99%
“…The parent material of all particles was assumed to be quartz given the geology of the region. The critical shear stress of each particle size was calculated by using linear regression, which permitted values of critical shear stress to be determined from values published by the USGS (Berenbrock and Tranmer, 2008). The settling velocity for each particle size was determined using the settling velocity of quartz sand calculated by Soulsby (1997).…”
Section: Data Gathering and Model Buildingmentioning
confidence: 99%
“…Manning roughness values were also obtained for unvegetated portions of the reach using USGS tables (Berenbrock and Tranmer, 2008). Manning's roughness values were converted to surface roughness values using a tool included in the River 2D modeling package.…”
Section: Data Gathering and Model Buildingmentioning
confidence: 99%