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Detailed documentation of dynamic changes in flow depth and surface velocity during a large flood in a steep mountain stream

机译:在陡峭的山stream中发生大洪水时,流量深度和地表速度的动态变化的详细文档

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Understanding the discharge capacity of channels and changes in hydraulic properties during large storms is essential for prediction of flash floods. However, such information is limited for steep mountain channels because of their complex nature and the lack of measured data. Thus, we obtained detailed water-level and surface-velocity data during large floods of a steep mountain channel, and documented how complex channel morphology affected water flow during large storms. We installed water-level and surface-velocity sensors at a cascade and at a pool that was 10 m downstream at the Aono Research Forest of the Arboricultural Research Institute of the University of Tokyo Forests in Japan. We successfully obtained 1-min interval data for a major storm with total precipitation of 288 mm that fell over 59 h and a maximum rainfall intensity of 25 mm/h. During the storm, height of the water surface from the deepest point of each cross section ranged from 0.35 to 1.57 m and surface velocity ranged from 0.35 to 4.15 m/s. As expected, the changes in flow depth, surface velocity, and velocity profiles were complex and differed even between the cascade and adjacent pool cross sections. Dramatic changes in flow conditions first occurred at the cascade when discharge increased to a certain point, when water suddenly stagnated at the foot of the cascade and submerged flow might have occurred. Thereafter, the water level increased remarkably but surface velocity and the velocity profile stayed almost constant at the cascade cross section. At the downstream pool, where most rocks were submerged at a mean water depth of 0.7 m, surface velocity suddenly increased dramatically and the velocity profile changed as very slow flow developed in the lower portion of the profile, while water levels increased only slightly. When the rainfall diminished, first, the surface velocity markedly declined, then the velocity profile returned to its original state at the pool, and then submerged flow at the bottom of the cascade ceased. These temporally and spatially detailed flow measurements effectively document and characterize flow conditions during a large flood in a steep mountain channel. These field data confirm the long held hypothesis that marked changes in flow conditions occur when steps become submerged. (C) 2016 Elsevier B.V. All rights reserved.
机译:了解暴雨期间渠道的排泄能力和水力特性的变化对于预测山洪暴发至关重要。但是,由于陡峭的山间通道的复杂性和缺乏测量数据,此类信息仅限于陡峭的山间通道。因此,我们获得了在陡峭山道的大洪水期间的详细水位和地表速度数据,并记录了复杂的河道形态如何在大暴风雨期间影响水流。我们在日本东京森林大学树木研究所的青野研究森林的下游10m级联和一个水池中安装了水位和表面速度传感器。我们成功获得了一次暴风雨的1分钟间隔数据,该暴风雨的总降雨量为288毫米,历时59小时,最大降雨强度为25毫米/小时。在暴风雨期间,从每个横截面的最深点开始的水面高度范围为0.35至1.57 m,地表速度范围为0.35至4.15 m / s。正如预期的那样,即使在梯级和相邻池的横截面之间,流深,表面速度和速度剖面的变化也很复杂并且有所不同。当流量增加到某个点时,当梯级脚下突然停滞水并可能发生淹没流量时,流量条件首先会在梯级发生剧烈变化。此后,水位显着增加,但表面速度和速度分布在叶栅横截面几乎保持恒定。在下游的水池中,大多数岩石被淹没在平均水深为0.7 m的地方,地表速度突然急剧增加,并且速度剖面发生了变化,因为剖面下部出现了非常缓慢的水流,而水位仅略有增加。当降雨减少时,首先,地表速度明显下降,然后速度剖面在水池中恢复到其原始状态,然后在叶栅底部的淹没流停止了。这些在时间和空间上详细的流量测量有效地记录和描述了陡峭山道中大洪水期间的流量状况。这些现场数据证实了长期存在的假设,即当台阶被淹没时,流动条件会发生明显变化。 (C)2016 Elsevier B.V.保留所有权利。

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