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Channel roughness is the most sensitive parameter in development of hydraulic model for flood forecasting and flood plane mapping. Hence, in the present study it is attempted to calibrate the channel ...
The effects of vegetation on the flow structure are investigated in this paper. In previous studies of modelling vegetated flows, two-equation turbulence models, such as the model, were often used. Ho...
CCHE1D is a one-dimensional model for the simulati on of unsteady flows, sediment transport, and water quality in stream networks. The model can be applied to a variety of engineering problems, but ...
Multi-dimensional sediment transport models are valuable tools for conducting river engineering investigations. Frequently, rive r engineers are called on to eval uate the impacts of naturally occurr...
The effects of the Reclamation Project on the Hengsha East Beach in the Yangtze Estuary Deepwater Channel have been numerically simulated with an improved ECOM model. The results indicate that the pro...
This paper presents a study of changes in the percentage of flow and the tide ebb prism in the North Channel of the Yangtze River Estuary. The analysis is based on data measured before and after the ...
Based on the morphological relationships of rivers and estuaries, a formula for calculating widening rate of training works in estuaries has been derived. The widening rate is related to dimensions of...
The local scour of the 1st-phase regulation project of the deep channel in the Changjiang Estuary were experimentally studied. The local-scour pits around head of the groins and the north jetty were s...
According to the measured data of incoming water-sediment and river sections in the estuarine reach below Lijin in the period of Qingshuigou path, the longitudinal and transverse variations of section...
The deepwater navigation channel is a great project in China. The project is divided into three stages. The target water depths are -8.5m, -10m and -12.5m respectively. The total investment is 15,500...

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