Titlebook: Recent Trends in Environmental Hydraulics; 38th International S Monika B. Kalinowska,Magdalena M. Mrokowska,Paweł Conference proceedings 2

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,Flow and Turbulence Structure in a Vertical Slot–Brush Fish Pass,slope of 4% for discharges ranging between 0.16 and 18 m. s.. The physical model results showed that by placing flexible bristle elements in a vertical-slot pool, the flow energy is effectively dissipated by the vibrations and bending of the bristles leading an about 17% reduction in the spatially a

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,Flow Between the Sub-basins of Charzykowskie Lake—Modeling and Measurements,asses. The long time discussion in the literature is about the possibility of flow between Southern, Central and Northern-2 sub-basins. This problem has been approached with the use of hydrodynamic CCHE2D model and field measurements used to verify modeling results. Model represent steady flow condi

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On Habitat Complexity in Streams Derived from the Analysis of Tracer Data,veral ways. Here we are interested specifically in physical complexity inherent in geomorphologic structures and non-uniform bed substrate at multiple spatial scales; essentially, we are considering the numerous pockets and interstices in the stream caused by both abiotic (stones, pebbles and rocks)

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Quantification of Flood Hazards Due to Assumed Breaching of Attabad Landslide Dam, Pakistan,with Gilgit River. Keeping in view the high storage capacity of this landslide, overflow or piping can washout this landslide mass within a few hours, once the collapse start, with disastrous impacts downstream. Dam Break Analysis has been carried out, using hydrodynamic module of MIKE 11, to predic

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Monitoring of Riparian Vegetation Growth on Fluvial Sandbars, fixed video camera installed on the top of a bridge pier. Looking downstream, the camera acquires images every twelve hours while hourly water levels are derived from a radar hydrometer located 300 m upstream of the study area. The vegetation growth rate is computed analysing several images coverin

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Hydrodynamics of Water-Worked and Screeded Gravel-Bed Flows,ocimetry system in a rectangular flume keeping the flow conditions identical in both the beds. Owing to the water action, the orientation and the alignment of the surface gravels in the WGB were entirely different from those in the SGB. As a result, the WGB possesses higher roughness than the SGB. A

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