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    西藏芒康县楚梯岗沟泥石流成灾特征与防治

    Disaster characteristics and mitigation of Chutigang gully debris flow, Mangkang county, Tibet

    • 摘要: 楚梯岗沟是位于芒康县境内金沙江右岸的一条泥石流沟, 流域面积6.67 km2。该沟水土流失严重、泥石流活动频繁, 主要的坡面侵蚀物源和崩滑堆积物源都集中分布于流域的下游区域, 极易发生堵溃现象; 多年的泥石流活动在堆积区形成一个巨大的堆积扇, 严重挤压金沙江。在实地调查的基础上, 通过利用雨洪法和形态调查法计算泥石流的活动特征参数并分析其堵河概率。结果表明: 楚梯岗沟泥石流属于黏性泥石流, 近期暴发的泥石流规模为"50年一遇", 当暴发"百年一遇"规模以上泥石流时, 有可能堵塞金沙江。根据调查结果得出: 在持续发生的泥石流活动对河床不断挤压的条件下, 将来可能会完全堵塞金沙江。基于楚梯岗沟泥石流的孕灾环境, 提出"稳固+拦挡"的灾害防治方案, 在关键物源区布置谷坊群, 在流域下游布置拦沙坝, 达到既可以控制泥石流的暴发规模、改善流域内水土流失现状, 又缓解泥石流堵河风险的目的。

       

      Abstract:
      Background There were many debris flow gullies along the Mangkang county section of the Jinsha River. The frequent debris flow activities had destroyed the roads along the river, and even blocked the river to form a dammed lake, which seriously threatens the normal life of people in this area. In order to clearly understand the formation law and disaster-causing characteristics of debris flows in this area, this study selects the representative Chutigang gully as the research object, and we conducted detailed field investigation and analysis for providing theoretical reference for the prevention and control of debris flow disasters in this region.
      Methods In this study, the peak discharge of the latest debris flow was calculated by using the cross-section survey method: firstly, a typical channel section was selected, and its geometric parameters, channel longitudinal gradient and debris flow's mud mark high were measured, secondly these parameters were substituted into the Manning formula to complete the calculation. The outbreak scales of debris flows under different rainfall frequencies were calculated by using the rain-flood method, and the calculation results were substituted into two empirical formulas of river blocking to analyze the river blocking probability by debris flows under different rainfall frequencies.
      Results After field investigation, the solid source reserve of Chutigang gully was 625.1×104 m3, among which solid source of slope erosion was 576.8×104 m3. The peak discharge of the latest debris flow activity was 122.92 m3/s, and its outbreak scale was close to the magnitude of once in 50-year period. According to two empirical calculation formulas about river blocking by debris flow, it was known that when a debris flow with a magnitude of once in 100-year period, it may cause serious blockage of the river, and a once in 50-year period debris flow may cause minor blockages in the river. It should be alerted to the risk of debris flow blocking the main river to form a dammed lake.
      Conclusions According to the field investigation, most of the solid source of Chutigang gully was located in the middle and lower reaches of the watershed, which was prone to cause blockage-collapse phenomenon and expands the magnitude of debris flow. Based on the disaster characteristics of debris flow in Chutigang gully, a "Reinforcement+Blocking" disaster mitigation project was proposed, of which the check-dams group were mainly arranged in the middle and lower reaches of the watershed, they were used to reduce the accumulation of loose solid materials from both sides of the hillslope, and to reduce the probability of the channel being blocked. Silt-trap dam can reduce the debris flow peaks discharge and thereby mitigate the degree of erosion on the downstream channel. The treatment project can provide reference for the management of debris flow disasters in this region.

       

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