3. Formation of gravel bars

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ACKNOWLEDGEMENTThe project FORECASTING OF FLUVIAL PROCESSES ON THE SKAWA RIVER WITHINBACK-WATER REACH OF THE SWINNA POREBA WATER RESERVOIR is a result <strong>of</strong>research sponsored by the US State Department Agency for InternationalDevelopment under Agreement No. EE-G-00-02-00015-00 and The University <strong>of</strong>Mississippi, which was technically supported by National Center for ComputationalHydroscience and Engineering (NCHE).
Fot. L. Książek
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Agricultural University of Krakow,
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1. IntroductionThe work present wor
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2. Mountain streams bedload incipie
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3. Formation of gravel barsBank ero
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3. Formation of gravel barsalternat
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3. Formation of gravel barsGravel b
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Mountain streams bedload incipient
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Mountain streams bedload incipient
Page 21 and 22: 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 40 and 41: Field measurementsThe Skawa River t
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
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3. Formation of gravel bars

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