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

Oafishness

Aggressive

,Dominant Hydraulic Conditions in the 2-D Model—Vistula River from Zawichost to S?upia Nadbrze?na,n to the hydrology of the river’s section. The spatial joining involved data located in the individual parts of the channel and hydraulic parameters derived from the model. Channel parts were analyzed: dominating depth on wide parts of the channel were found, impact of flow was established, dynamics

共棲

Water Level Uncertainties Due to Uncertain Bedform Dynamics in the Dutch Rhine System,ncreases the range in modelled water levels. The large and varying effects on water levels by roughness uncertainty and changing discharge distributions in a bifurcating river system indicate the importance to consider the system as a whole instead of as separate branches in the design and assessmen

變化無常

有權(quán)威

,Habitat Structure Changes of the Wis?oka River as a Result of Channel Restoration, the horizontal river system through controlled lateral erosion of the banks. As part of the restoration activities, the diversity of habitat types on the sections examined has significantly increased, which, in the future, should lead to an increase in the diversity of benthic fauna and macro-inver

先鋒派

An Experimental Investigation of Reaeration and Energy Dissipation in Hydraulic Jump,es at the toe of the jump and exhibited a longitudinal decay. We related macro-scale turbulent length scale with upstream flow depth. The average energy dissipation rate has been correlated with the 1.5 power of the maximum turbulent kinetic energy in a dimensionally homogeneous form.

STEER

武器

On Habitat Complexity in Streams Derived from the Analysis of Tracer Data,ersive fraction and flow rate, the variance in possible values for the dispersive fraction increases with decreasing flow rate. These results suggest possible estimates of this parameter but crucially also suggest uncertainties to be ascribed along with this estimate. They also suggest that as strea

Lumbar-Stenosis

Quantification of Flood Hazards Due to Assumed Breaching of Attabad Landslide Dam, Pakistan,time and wave height are studied. The study incorporates computations under six different breach triggering and breach shape scenarios, which include trapezoidal and triangular breach shapes with failure due to either piping phenomenon or overtopping of the dam crest or user-defined breach of the da

觀察