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CONTROLING BED SCOUR IN A TORRENT 20 YEARS AFTER AMUDFLOW

机译:在泥泞后20年内控制床缝

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On November 13, 1985, a phreatic eruption of the Ruiz Volcano in the central cordillera of the Colombian Andes melted part of its snow cap generating devastating mudflows along four rivers with dramatic consequences. On the Lagunilla River alone, Armero, a city with a population of 50,000, was totally destroyed killing 50% of the inhabitants. Along the Guali River, two larger cities, Mariquita and Honda, were mostly spared, but the long term effects of the mudflow can still be felt today, as the river bed continues to scour over a reach in excess of 10 kilometers from its mouth in the Magdalena River. In the aftermath of the mudflow, several bank control schemes were designed and built with no success, leading to the more expensive design of a system of drop structure bed stabilizers, along the last 7 km reach of the river, in 1988, which could not be built for different reasons until today. The Guali River is a mountain torrent with an average discharge of 40 cms, which maintains a high slope, in excess of 10%, through all its course down to the Magdalena River; maximum recorded hydrologic floods reached 1000 cms, while the mudflow was estimated at 6000 cms; average sediment load of the river has been estimated at one million tons/year, while the mudflow sediment load was estimated at 15 million tons during the 4 hours that it lasted in Honda. The paper analyzes the consequences of the mudflow through the last 23 years, and the final design of a reduced system of only 8 drop structures to protect the last 3 Km of the river course, through the city of Honda, near the junction of the Guali and the Magdalena rivers.
机译:1985年11月13日,哥伦比亚·安德斯中部地区鲁伊兹火山的潜水爆发了其雪帽的一部分,沿着四个河流产生了毁灭性的泥流,具有巨大的后果。在Lagunilla河上单独,Armero是一个拥有50,​​000人口的城市,完全被摧毁了50%的居民。随着瓜沥河,两个较大的城市,马里基塔和本田,大多未能幸免,但今天仍然可以感觉到泥石流的长期影响,因为河床继续以超过10公里的传输距离从它的嘴中冲刷过马格达莱纳河。在泥泞的后果中,几个银行控制方案被设计和建造,没有成功,导致沿着河流的最后7公里到达河流的下落结构床稳定器系统更昂贵的设计,这是不可能的直到今天,以不同的原因建造。古通河是一个山洪流,平均排放为40厘米,其维持高坡度,超过10%,通过其所有课程到达马格达利娜河;最大录制的水文泛洪达到1000厘米,而Mudflow估计为6000cms;河流的平均沉积物估计为100万吨/年,而雨水沉积物负荷估计在本田的4小时内估计为1500万吨。本文分析了过去23年来泥流的后果,以及减少系统的最终设计只有8个落下结构,通过本田城市沿岸的河流路线的最后3公里,靠近金料的交界处和马格达莱纳河。

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