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Fluvial processes and morphological response in the Yellow and Weihe Rivers to closure and operation of Sanmenxia Dam

机译:黄河和渭河对三门峡大坝关闭和运营的河流过程和形态响应。

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The fluvial and morphological processes induced by impoundment of the Sanmenxia Reservoir and relevant human activities on the Yellow River and its tributaries are complex. The long-term annual sediment load of the Yellow River was 1.6 billion tons, ranking first of all the world's rivers. In 1960, Sanmenxia Dam began filling. Sediment transport in the river then was greatly disturbed and a new cycle of the fluvial processes was induced. First, the dam caused not only anticipated sedimentation in the reservoir, but also serious sedimentation in the largest tributary of the river (the Weihe River). The response of fluvial process to the dam closure varies in space and time. Second, the downstream reaches of the dam experienced erosion and resiltation, changes of river pattern, and development of meanders. Moreover, the downstream reaches of the dam have experienced more and more water diversion, which has induced readjustment of the longitudinal profile of the river. The study reveals that sedimentation in the Sanmenxia Reservoir enhanced the bed elevation at Tongguan, where the Weihe River flows into the Yellow River. The rising Tongguan's elevation caused retrogressive siltation waves in the Weihe River, which propagated at a speed of about 10 km/yr. An equilibrium sedimentation model is proposed, which agrees well with the data of sedimentation in the Weihe River. In the reaches below the dam the river changes from braided to wandering, or from wandering-braided to wandering-meandering. The discharge released to the downstream reaches has been regulated by the reservoir and it decreases along the course because the quantity of water diversions is more than the inflow from tributaries. The reduction in discharge causes readjustment of the longitudinal bed profile. By using the minimum stream power theory, we prove that the riverbed profile is developing toward an "S-shape" profile.
机译:三门峡水库蓄水和黄河及其支流相关的人类活动引起的河流和形态过程是复杂的。黄河的长期年均泥沙量为16亿吨,居世界河流之首。 1960年,三门峡大坝开始注水。河流中的泥沙输送受到极大干扰,并引发了新的河床过程循环。首先,大坝不仅在水库中造成了预期的沉积,而且在该河的最大支流(渭河)中造成了严重的沉积。河流过程对大坝关闭的响应在空间和时间上都不同。其次,大坝的下游受到侵蚀和淤积,河流形态发生变化,河道发育。此外,大坝的下游河段经历了越来越多的调水,这导致了河流纵向剖面的调整。研究表明,三门峡水库的沉积增加了渭河入黄河Tong关的河床高度。 Tong关高程的上升引起渭河淤积波的倒退,并以每年约10 km的速度传播。提出了一种平衡沉降模型,该模型与渭河的沉降数据吻合较好。在大坝下方的河段中,河流从辫状变为漂泊,或从辫状变为漂泊。释放到下游河段的流量已由水库进行调节,并且在整个过程中减少,这是因为引水量大于从支流流入的流量。排出量的减少导致纵向床轮廓的重新调整。通过使用最小流功率理论,我们证明了河床剖面正在向“ S形”剖面发展。

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