3. Formation of gravel bars

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Field measurementsThe Skawa River t-year floods23 July 200429 July 2004P[%] Q [m3/s]0.01 10050.10 7850.20 7160.50 6221.00 5482.00 473<strong>3.</strong>00 4274.00 3955.00 36910.00 28820.00 20525.00 17830.00 15740.00 12750.00 112Fot. L. Książek
Numerical modelingCCHE2D is a state-<strong>of</strong>-the-arttwo-dimensional, depthaveraged,unsteady,turbulent river flow,sediment transport, andwater quality evaluationmodel.
Page 1 and 2: Agricultural University of Krakow,
Page 3 and 4: 1. IntroductionThe work present wor
Page 5 and 6: 2. Mountain streams bedload incipie
Page 11 and 12: 3. Formation of gravel barsBank ero
Page 13 and 14: 3. Formation of gravel barsalternat
Page 15 and 16: 3. Formation of gravel barsGravel b
Page 17 and 18: Mountain streams bedload incipient
Page 30 and 31: 4. Modeling of fluvial processesMat
Page 32 and 33: The project is important for Nation
Page 34 and 35: Materials and methods- description
Page 36 and 37: Autumn2002Spring2004Autumn2004Fot.
Page 38 and 39: Field measurements
Page 42 and 43: Mathematical model - GoverningEquat
Page 44 and 45: The Skawa River andSwinna Porebares
Page 46 and 47: The Skawa River - meshgenerating
Page 48 and 49: The Skawa River - meshgenerating
Page 50 and 51: Velocity magnitude for Q=35m3·s-1
Page 52 and 53: Velocity magnitude for Q=205 m3·s-
Page 54 and 55: Bed shear stress magnitude for Q=28
Page 56 and 57: Average water slopes along the rese
Page 58 and 59: Modeleded water surface levels (WSL
Page 60 and 61: Bed elevationchanges: Q=205m 3 ∙s
Page 62 and 63: Median size d 50 changes along the
Page 64 and 65: Bed material composition for size c
Page 66 and 67: Grain sizedistribution atcross-sect
Page 68 and 69: Suspended load concentration for fr
Page 70 and 71: Armored layer formation according t
Page 72 and 73: ACKNOWLEDGEMENTThe project FORECAST

3. Formation of gravel bars

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