Flow resistance and sediment transport in compound channels
>KKWhJ Yang Kejun
7vRtTP ABSTRACT
*D5 xbkH=. Met?G0[ A compound channel comprising the main channel and floodplains exists in natural rivers widely, especially in alluvial streams. It differs from a single channel in adjusting flood, cutting flood peak, transporting sediment etc. When water in the main channel flows in an out-of-bank condition and on to the adjoining floodplain, owing to abrupt change of the shape of cross section and heterogeneous boundary roughness, there are a bank of vertical vortices along the vertical interface between the main channel and its floodplain, which will result in complex variations in flow structure, flow resistance, sediment transport and fluvial processes. The study of the complex behavior of flow movement and sediment transport in compound channels is profoundly important for the basic theory of hydraulics, mechanics of sediment transport and river dynamics. The research results benefit to flood control, channel training, floodplain exploitation etc. The thesis will systematacially investigates flow resistance, mechanism of momentum transfer, conveyance capacity in non-vegetated compound channels, flow structure in a compound channels with vegetated floodplains, flow resistance and sediment transport in a self-formed one. The main contents of the thesis are as follows:
8NN+Z< 1. Flow resistance in compound channels
y:G%p3h)[ (1) To study resistance coefficients in compound channels. This thesis analyzes and discusses the effect of cross-sectional shape on Manning’s and Darcy-Weisbach resistance coefficients. By analyzing the experimental data from Science and Engineering Research Council Flood Channel Facility (SERC-FCF), the relationships between overall, zonal, local resistance coefficients and a wide range of geometries and different roughness between the main channels and its associated floodplains have been established. Moreover, the reason why the conventional methods can not assess the conveyance capacity of compound channels is analyzed. The reason is that single channel method doesn’t consider the fact the composite roughness varies with flow depth and cross-sectional division method ignores the extra resistance produced due to the momentum transfer between the main channel and floodplains, in assessing the conveyance capacity in compound channels. According to the experimental results of SERC-FCF, it is shown that the overall Darcy-Weisbach coefficient for a compound channel is the function of Reynolds number, but the function relationship is different from that for a single channel.
F>;Wbk&[| (2) To compare and analyze the method for predicting composite roughness in compound channels. This thesis systematically sums up all kinds of different representative methods for predicting composite roughness. According to the hydraulic parameter required and whether the momentum transfer is considered or not, they can be simply classified into several groups. A vast number of experimental data and field data for compound channels are applied to check the validity of the mentioned methods. Meanwhile, the effect of the division type of cross section on the computation of composite roughness is analyzed. Any method for predicting composite roughness will result in error. Among them, Lotter method is closely related to the division type of cross section, while Einstein-Banks method is not related to that. By comparing and analyzing the above methods, it is pointed out the methods are not fit to assess the composite roughness in compound channels. The reasons why the methods result in errors are analyzed.
GT{4L]C 2. Mechanism of momentum transfer in compound channels
h*w9 {[L (1) To undertake the analysis of kinetic energy loss intensity in compound channels. The intense momentum transfer on the vertical interface between the main channel and floodplains in a compound channel, makes its conveyance capacity decrease. To reflect the kinetic energy loss intensity in a compound channel, two new concepts, transverse kinetic energy correction coefficient (TKECC) and kinetic energy loss rate (KELR) are put forward for steady, uniform and turbulent flow in the thesis. By the analysis of the mechanism of kinetic energy loss in compound channels, a conclusion is drawn that TKECC is larger than 1 and KELR is larger than 0 in compound channels. By analyzing the experimental data from SERC-FCF, it is found that TKECC and KELR are both related to shapes of cross section. Kinetic energy loss becomes weaker with main channel side slope factor increasing and becomes stronger with the ratio of main channel and floodplain widths increasing. Kinetic energy loss in a symmetric compound channel is stronger than that in an asymmetric one. For all the shapes of cross section, kinetic energy loss increases with the relative depth increasing. After it reaches the largest value, it decreases with the relative depth increasing, and the compound channel ultimately shows a characteristic of single channels.
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