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Long-term riverbed response of lower Tedori River, Japan, to sediment extraction and dam construction

机译:日本特多里河下游河床对泥沙开采和大坝建设的长期响应

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摘要

Effects of sediment extraction and dam construction on changes of riverbed characteristics over yearly to decadal scales in the lower Tedori River of Japan are clarified. Over 1950-1991, the riverbed degraded in excess of 0.5-3.5 m. Concurrently, riverbed sediment volume of the 0-16 km reach decreased by 12.7 × 10~6 m~3. Intensive sediment extraction was the dominant cause of riverbed degradation during the period. During 1991-2007, an increase in riverbed sediment volume of 0.6 × 10~6 m~3 resulted in accretion of the riverbed by average depth 0.04 m. The cessation of sand and gravel mining (SGM), coupled with Tedorigawa Dam operation since 1980, was responsible for that accretion. Temporal change in riverbed elevation during 1950-2007 indicates that there were five phases of vertical adjustment. Combination of nonlinear regression models described four of these phases well. During 1950-1979, the first four modes of empirical orthogonal function analysis successfully captured temporal and spatial responses of the riverbed to natural and anthropogenic impacts. That is, the first mode explained the mean riverbed profile and temporal variation in riverbed sediment volume. The second through fourth spatial eigenfunctions reflected spatial variation in vertical adjustment rate for phases Ⅱ, Ⅲ and Ⅰ, respectively. The corresponding temporal eigenfunctions explained the respective effects on the riverbed of SGM, of imbalance between sediment transport capacity and sediment supply, and of dredging activity.
机译:阐明了日本特多里河下游泥沙开采和大坝建设对河床特征在逐年至十年尺度变化的影响。在1950-1991年期间,河床退化超过0.5-3.5 m。同时,0-16 km河段沉积物量减少了12.7×10〜6 m〜3。在此期间,密集的沉积物提取是河床退化的主要原因。 1991-2007年,河床沉积物量增加了0.6×10〜6 m〜3,导致河床平均水深增加了0.04 m。自1980年以来,停止采砂和砾石开采(SGM)以及手电川大坝的运营,是造成这一增加的原因。 1950-2007年期间河床标高的时间变化表明垂直调整分为五个阶段。非线性回归模型的组合很好地描述了这四个阶段。在1950-1979年期间,经验正交函数分析的前四种模式成功地捕获了河床对自然和人为影响的时空响应。即,第一模式解释了平均河床剖面和河床沉积物量的时间变化。第二至第四空间本征函数分别反映了阶段Ⅱ,阶段Ⅲ和阶段Ⅰ的垂直调整率的空间变化。相应的时间本征函数解释了SGM对河床的各自影响,泥沙输送能力和泥沙供应之间的不平衡以及疏activity活动。

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