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首页> 外文期刊>International Journal of Engineering Research and Applications >Experimental and Artificial Neural Networks Modeling for Rivers Bed Morphology Changes near Direct Water Supply Intakes
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Experimental and Artificial Neural Networks Modeling for Rivers Bed Morphology Changes near Direct Water Supply Intakes

机译:直接供水口附近河床形态变化的实验和人工神经网络建模

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In this research, the problem of sediment movements near direct intakes was investigated from the river bed morphology point of view rather than that concerning the effect of sediment withdrawal by the intake to the water treatment plant. As expected the river bed morphology will be affected b y the intake operation, and when the pumping stops, the river will tend to recover this effect by its natural flow, hence a model is required to relate the rate of river bed morphology recovery to the variables that are expected to be relevant, such as the pumping rate, the geometrical variables and time of operation to time of non-operation ratio. A physical model was built. Experiments were conducted to create a data base for these input -output variables, which were used to find an (ANN) model, for the representation of this relationship. Image processing technique is used in this study to analyze the scour and deposition photos from which the volumes of the scour holes after intake operation time and that after intak e non-operation time were found, which allo ws the estimation of the rate of recovery. The results obtained from the image processing o f these photos had prevailed that these volumes can be approximated as a half ellipsoid. An ANN.-factorized back propagation model was fitted to the data base with a correlation coefficient of (0.843), which was considered acceptable according to Smith (1986) criteria. Comparison between the outp ut values(rate of recovery) obtained using this (ANN) model and those obtained experimentally for cases that are not included in the data base, indicates high compatibility with a maximum percentage difference of (7.15% and 5.07%) for overestimating and underestimating respectively
机译:在这项研究中,从河床的形态学角度研究了直接取水口附近的泥沙运动问题,而不是从取水口到水处理厂的影响。正如预期的那样,河床形态会受到进水操作的影响,并且当抽水停止时,河流将倾向于通过其自然流量恢复这种影响,因此需要一个模型来将河床形态恢复的速率与变量相关联。预期是相关的,例如抽气速率,几何变量和运行时间与非运行时间之比。建立了物理模型。进行了实验以为这些输入-输出变量创建数据库,这些数据库用于查找(ANN)模型以表示这种关系。本研究使用图像处理技术对冲刷和沉积照片进行分析,从中发现进气操作时间后和未进入非操作时间后的冲孔体积,从而可以估计恢复率。从这些照片的图像处理获得的结果表明,这些体积可以近似为半椭圆形。将ANN分解后向传播模型拟合到数据库中,相关系数为(0.843),根据Smith(1986)的标准,该系数被认为是可以接受的。使用此(ANN)模型获得的输出值(恢复率)与针对数据库中未包括的情况通过实验获得的输出值(恢复率)之间的比较表明,该方法具有高度的兼容性,其中最大百分比差异为(7.15%和5.07%)分别高估和低估

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