基于COLOM物理模型的水文定位技术

Qurratul Aini
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引用次数: 1

摘要

对溢洪道的主要结构消力池进行了观测和测量,该消力池可使用25年、50年、100年和1000年。试验在两种类型的结构上进行:原始系列(S 0)和最终系列(S 1)。消力池S 0采用美国垦务局(USBR)III型。而S1是通过在下游增加一个坡度为1:2的逆坡,并将其底部高程降低到4m的深度来制作的。观测结果表明,S1模型产生的Lj/y1(跳跃长度)的平均比率比S 0模型短<20-40%。此外,S1中发生的能量耗散模式倾向于随着Q的增加而增加,获得的最大能量损失(∆E/y1)为42.6(大于S0产生的能量损失)。因此,S1型消力池的底部和下游比S0型更安全。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
KAJIAN PANJANG LONCATAN HIDROLIK PADA MODEL FISIK KOLAM OLAK BENDUNGAN KRUENG KLUET KABUPATEN ACEH SELATAN
The spillway's major structure, stilling basin, serves 25, 50, 100, and 1000 years were observed and measured. The tests were conducted on two types of structures: original series (S 0 ) and final series (S 1 ). The United States Bureau of Reclamation (USBR) III type is used in the stilling basin S 0 . While S 1 is made by adding an adversed slope with a slope of 1:2 downstream and lowering its bottom elevation to a depth of 4 m. Observation results show that the S 1 model produces an average ratio of Lj/y1 (jump length) < 20-40% shorter than the S 0 model. In addition, the pattern of energy dissipation that occurs in S 1 tends to increase by increasing Q with the maximum energy loss (∆E/y1) obtained is 42.6 (greater than that produced by S 0 ). So it can be concluded that the bottom and downstream of the stilling basin mode S 1 is safer than the model S 0 .
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