چکیده

In rivers with non-prismatic compound cross-sections due to the change in cross-section along the channel the exchange discharge and mass transfer take place between the main channel and floodplains. Therefore discharge distribution in non-prismatic compound channels is an important issue for river and hydraulic engineers. In this paper some results of experiments performed in non-prismatic compound channels with skewed and inclined floodplains have been explained. Two skew angles of 3.81 and 11.31 degree and three discharges were investigated. The effect of relative depth and relative distance on percentage discharge distribution in each sub-section of the skewed compound channel are presented. The experimental results show that the percentage discharge in each sub-section relies upon the parameters like relative depth relative distance skew angle and floodplain side slope. By using the experimental results regression models have been developed to estimate the percentage discharge in the main channel and on the floodplains. Investigations show that the regression models presented in this research in the validation range can predict the percentage discharge in each sub-section of a skewed compound channel fairy well. So that for the results used in this research the coefficient of determination (R2) for predicting discharge in the main channel is 0.96 on the diverging floodplain is 0.92 and on the converging floodplain is 0.91. Also the mean absolute percentage errors (MAPE) between the calculated and measured value of percentage discharge in the main channel on the diverging floodplain and the converging floodplain are equal to 1.47% 14.29% and 21.7% respectively.

کليدواژه ها

skewed compound channel inclined floodplain flat floodplain regression model discharge distribution percentage discharge

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مصطفی دولتی مهتاج , 1400 , Prediction of Percentage Discharge Distribution in Non-Prismatic Compound Channels with Skewed Floodplains , دوازدهمین کنفرانس بین المللی مهندسی رودخانه