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首页> 外文期刊>Cold regions science and technology >Modelling ice cover formation of a lake-river system with exceptionally high flows (Lake St. Martin and Dauphin River, Manitoba)
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Modelling ice cover formation of a lake-river system with exceptionally high flows (Lake St. Martin and Dauphin River, Manitoba)

机译:模拟具有异常高流量的湖河系统的冰盖形成(马尼托巴省圣马丁湖和多芬河)

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摘要

In 2011, Manitoba experienced extreme flooding on a wide extended scale that affected many large watersheds, in particular the Upper Assiniboine, Qu'Appelle and Souris River watersheds. In order to protect Winnipeg from excessive flooding, some of the flood waters were diverted via the Portage Diversion into Lake Manitoba and Lake St. Martin, causing extreme high water levels and flooding of these lakes. The outlet of this entire drainage basin is the Dauphin River flowing from Lake St. Martin to Lake Winnipeg. The river's conveyance capacity was exceeded by the flood and the lakes could not be drained fast enough to avoid damage from high flood levels and shore line erosion and property damage from accentuated wind setup (seiche) and wave uprush (runup) of the lake water. An Emergency Channel was constructed to compensate for this constriction, which now conveys additional water from Lake St. Martin towards Lake Winnipeg. Due to the extreme flooding, the Dauphin River had unprecedented record flows in the autumn of 2011. Ice cover formation during winter freeze-up of these waters could potentially exacerbate the flooding situation for communities alongside Lake St. Martin and the Dauphin River. Hence, the river ice model RIVICE was implemented to determine flood protection elevations to which existing dikes needed to be raised and extended. The modelling takes into consideration the potential frazil ice generation that can raise water levels by up to 3 m from open water levels. High discharge and water level data was available to calibrate the model both for an open-water and an ice-covered case. Three scenarios were then simulated to determine ice-covered water levels of the river for early, best-estimate and late freeze-up events to determine flood protection levels along the Dauphin River and Lake St. Martin. The model was successfully validated using data collected during a freeze-up event in December 2011.
机译:2011年,曼尼托巴省经历了大范围的特大洪灾,影响了许多大流域,特别是上阿西尼博因河,库佩勒和苏里斯河流域。为了保护温尼伯免遭过度洪水的侵害,部分洪水经Portage引水改道至马尼托巴湖和圣马丁湖,造成极高的水位和这些湖的洪水。整个流域的出口是从圣马丁湖流向温尼伯湖的多芬河。洪水超出了河流的输送能力,湖泊的排水速度不够快,无法避免高洪水位和海岸线侵蚀造成的破坏,以及因湖水的强风作用(塞奇河)和波浪上升(上升)而造成财产损失。建造了一个紧急通道来弥补这一收缩,现在该通道将更多的水从圣马丁湖输送到温尼伯湖。由于洪水泛滥,2011年秋天,多芬河出现了前所未有的流量。冬季,这些水的冻结形成冰盖,有可能加剧圣马丁湖和多芬河沿岸社区的洪水泛滥状况。因此,实施了河冰模型RIVICE来确定需要将现有堤防抬高和延伸的防洪高程。该模型考虑了潜在的巴西冰生成,该冰生成可能使水位比露天水位最多增加3 m。高水位和水位数据可用于在露天和冰雪覆盖的情况下校准模型。然后对三种情况进行了模拟,以确定河流的覆冰水位,以进行早期,最佳估计和晚期冻结事件,以确定沿多芬河和圣马丁湖的防洪等级。该模型已使用2011年12月冻结事件期间收集的数据成功验证。

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