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Evolution of the Yellow River Delta and its relationship with runoff and sediment load from 1983 to 2011

机译:1983-2011年黄河三角洲的演变及其与径流和泥沙量的关系

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Long-term data from a hydrological monitoring station and remotely-sensed satellite images were used to explore the effects of runoff and suspended sediment load on evolution of the Yellow River Delta (YRD) from 1983 to 2011. During this period, an average runoff of 18 x 10(9) m(3) yr(-1) and an average sediment load of 341 x 10(6) t yr(-1) flowed through the delta lobes into the sea. The runoff and sediment load exhibited downward trends with time, along with large inter-annual fluctuations. Three stages were evident in the data. From 1983 to the late 1990s, the Yellow River experienced progressively severe droughts which reduced both runoff and sediment load to its delta lobe. The delta nevertheless grew to a peak area of about 3950 km(2) in 2000. From 2000 to 2003, the YRD area decreased. Meanwhile, the operation of the dam at Xiaolangdi and changes in water consumption driven by a new regulatory framework helped stabilize the runoff. Although the sediment load continued to decline, partly due to sediment check dams along the middle Yellow River and the reduced sediment carrying capacity of the river, the YRD area nevertheless increased between 2003 and 2011. The variations in runoff and sediment load directly influenced changes to the plan-form area, shoreline migration, and morphology of the YRD. From 1983 to 2011, the net land area of the delta increased by 248 km(2), its coastline extended by 36.45 km, and its shape became increasingly irregular due to the emergence of its delta lobes. In 1996, an artificial diversion altered the position of the main delta lobe from Qingshuigou to Qing 8. A stepwise multiple regression analysis indicated that the YRD would have required average sediment loads of about 441 x 10(6) t yr(-1) before 1996 and 159 x 10(6) t yr(-1) after 1996 to maintain equilibrium. (C) 2014 Published by Elsevier B.V.
机译:利用水文监测站的长期数据和遥感卫星图像,研究了径流和悬浮泥沙负荷对1983年至2011年黄河三角洲(YRD)演变的影响。在此期间,平均径流为18 x 10(9)m(3)yr(-1)和341 x 10(6)t yr(-1)的平均沉积物负荷通过三角洲小叶流入海中。径流和泥沙量随时间呈下降趋势,且年际波动较大。数据中明显分为三个阶段。从1983年到1990年代后期,黄河经历了严重的干旱,干旱减少了三角洲河流的径流和泥沙负荷。但是,三角洲在2000年增长到了约3950 km(2)的峰值面积。从2000年到2003年,长三角的面积减少了。同时,小浪底水坝的运行以及新的监管框架推动的用水量变化有助于稳定径流。尽管泥沙负荷继续下降,部分原因是黄河中游沿线的泥沙淤积坝和该河的泥沙承载力下降,但长三角地区在2003年至2011年之间却有所增加。径流和泥沙负荷的变化直接影响了黄河三角洲的变化。 YRD的计划形式区域,海岸线迁移和形态。从1983年到2011年,三角洲的净土地面积增加了248 km(2),海岸线延伸了36.45 km,并且由于三角洲凸角的出现,其形状变得越来越不规则。 1996年,一次人工转移将清河沟的主要三角洲的位置改变为清8。逐步多元回归分析表明,YRD之前需要的平均沉积物负荷约为441 x 10(6)t yr(-1)。 1996年和1996年之后的159 x 10(6)t yr(-1)保持平衡。 (C)2014由Elsevier B.V.发布

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