Turbulent kinetic energy of water in a compound channel
Journal Title: Annals of Warsaw University of Life Sciences – SGGW. Land Reclamation - Year 2011, Vol 43, Issue 2
Abstract
The aim of the experimental research was the determination of water turbulent kinetic energy changes in a compound channel without and with rigid, emergent ,vegetation existing on floodplains. Two tests for two various roughness of floodplains were realized. In the first test the surface of the main channel bed was smooth and made of concrete whereas the floodplains and sloping banks were covered by cement mortar composed with terrazzo. In the second test the covering of the floodplains was left as in the first test but additionally emergent vegetation (trees) growing on the floodplains were modeled by aluminum pipes. Instantaneous velocities were measured with use of a three-component acoustic Doppler velocity meter (ADV). The influence of trees, located on floodplains, on the distributions of turbulent kinetic energy in the main channel and on the floodplains were presented. The distributions of turbulent kinetic energy at different water depths were described by regression equations. Vertical distributions of turbulent kinetic energy on the floodplains and over the banks of the main channel were divided into three zones. Over the bottom of the main channel, four zones were determined, containing the middle zone of the flow field divided into two zones of different trends.
Authors and Affiliations
Adam Kozioł
Soil concentration of selected polycyclic aromatic hydrocarbons around the Petrochemical Plant in Płock in 1987–2006
The Petrochemical Plant Orlen S.A. in Płock was constructed in the 1960s as one of the largest objects of this type in Europe. The facility was unfortunately located among agricultural areas. In the 1990s the plant imple...
Flood threat to the territories below the water dam in conditions of occurrence of extreme hydrological phenomena
The course of the flood in July 2001 and passage of the freshet wave through the water reservoir Chańcza on the Czarna Staszowska River was analyzed. Culmination of this wave equaling 418.62 m3•s–1 was two times higher t...
An analysis of some basic chemical and physical properties of drained fen peat and moorsh soil layers
The paper presents the results of measurements of some chemical properties for 14 drained fen peat-moorsh layers taken from north-east, central and east part of Poland. These areas were drained in order to use...
Turbulentna energia kinetyczna strumienia wody w korycie o złożonym przekroju poprzecznym
Celem badań eksperymentalnych było wyznaczenie zmian turbulentnej energii kinetycznej strumienia wody w korycie o złożonym przekroju poprzecznym, bez i z sztywną niezanurzoną roślinnością znajdującą się na terenach zalew...
Prawo plastycznego płynięcia dla piasków ze sprzężeniem tarcia, dylatancji, gęstości oraz stanu naprężenia
W artykule zaproponowano prawo płynięcia oraz kryterium zniszczenia dla piasków w warunkach płaskiego stanu odkształcenia oparte na sformułowaniu Druckera-Pragera i wzbogacone o empiryczną zależność Houlsby’ego wiążącą t...