具有不利邊坡穩定的地質與地形條件的山坡地，會因地震與降雨事件誘發大量土石崩塌，形成鬆散的土石堆置區及崩積層。豪雨逕流會侵蝕運移土石進入河道，影響輸砂平衡及河道穩定性。河川上游大量土石流入，中下游常會因輸砂能力不足而河道淤積，導致排洪斷面縮減，洪水位上升，而危害防洪構造物及兩岸居民生命財產安全。疏濬河床淤積以整理河道，增加河道通洪容量，是降低洪水位的工程方法之一，並有改善河床穩定及保育生態環境之功用。本研究旨在研究以疏濬工法降低洪水位，以防止溢流氾濫及維護河床穩定。
本研究以二維水理輸砂模式模擬沖積河川之洪水過程，藉由現況河道及不同疏濬方案洪水位之比較，分析疏濬之降低洪水位成效，以作為研選疏濬方案之參考。
因高屏溪集水區在颱風豪雨易有大規模崩塌，造成下游河道淤積而屢肇洪災，並影響高屏攔河堰之水資源利用，故擬以疏濬工法降低洪水位，並改善高屏攔河堰上游淤積以利取水功能。本研究在高屏攔河堰上游之疏濬工法研究，研選四種在凸岸深槽處之疏濬區疏濬尺度方案，以二維水理輸砂模式演算沿河洪水位，並以未疏濬之洪水位比較成效。
由模擬結果分析顯示，疏濬方式為加長及加寬疏濬區，能有效降低洪水位，且疏濬區具有儲砂之功能，能減少下游之淤積，加強堤防護岸之保護。

In Taiwan, hillslides are of the geological and topographical conditions that are unfavorable to slope stability, thus readily leading to soil-stone collapse due to earthquake and rainfall, further forming loose rock deposition area and colluvium. Heavy rain runoff will erode and transport the rock into the channel, affecting the balance of the sediment transport and channel stability. With a large amount of rock flowing into the upstream, the midstream and downstream will have river deposition issues due to insufficient sediment transport capacity. As a result, the flood discharge section will be reduced and the flood stage will rise. This will endanger flood-control structures as well as the life and property of the residents on field sides of the levee. Dredging riverbed sedimentation to harness the channel and to increase the flood discharge section is one of engineering methods used to reduce flood stages. Moreover, it will prevent flooding and maintain the stability of the riverbed. The study is aimed toward an investigation of the use of dredging methods on reducing flood stages to prevent overflow and to maintain the stability of the riverbeds.
This study simulates an alluvial river flood process using the two-dimensional hydraulic and sediment transport model. Based on the comparison of current channel and the flood stages of different dredging schemes, the effectiveness of dredging on reducing the flood stage is evaluated, a result that can be used as a reference for the selection of dredging schemes.
The Gaoping River watershed is prone to large-scale landslides when heavy rains or typhoons occur, the deposition often cause occasional flooding of downstream, affecting the Gaoping River Weir water usage. Therefore, it is proposed that using the dredging method to reduce the flood stage will improve upstream deposition situation and be useful to the Gaoping Weir water intake. The present study investigated dredging methods on the upstream of the Gaoping River Weir, selecting four types of dredging schemes within the dredging area that locates on the convex bank of the main channel. A two-dimensional hydraulic sediment transport model was used to calculate the flood stage along the river, and the flood stage before dredging was taken as the basis for the comparison of effectiveness.
The simulation results showed that the dredging method lengthened and widened the dredging area, and thus effectively reduced the flood stage. Because of the improvement in sediment storage, the dredging area can reduce the downstream deposition and strengthen the levee and revetment.

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