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Optimal estimator for assessing landslide model performance

机译:评估滑坡模型性能的最佳估计器

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摘要

The commonly used success rate (SR) in evaluating cell-based landslide model performance is based on the ratio of successfully predicted landslide sites over total actual landslide sites without considering the performance in predicting stable cells. We proposed a modified SR (MSR), in which the performance of stable cell prediction is included. The advantage of MSR is to avoid over- and under-prediction while upholding the stable sensitivity throughout all simulated cases. Stochastic analyses are conducted by using artificial landslide maps and simulations with a full range of performances (from worst to perfect) in both stable and unstable cell predictions. Stochastic analyses reveal mathematical responses of estimators to various model results in calculating performance. The Kappa method, which is commonly used for satellite image analysis, is improper for landslide modeling giving inconsistent performance when landslide coverage changes. To examine differences among SR and MSR in real model application, we applied the SHALSTAB model onto a mountainous watershed in Taiwan. Case study shows that stable and unstable cell predictions are inter-exclusive in SHALSTAB model. The optimal estimator should compromise landslide over- and under-prediction. According to our 4000 simulations, the best simulation generated by MSR projects 83 hits over 131 actual landslide sites while the unstable cells cover only 16% of the studied watershed. By contrast, despite the fact that the best simulation deduced from SR projects 120 hits over 131 actual landslide sites, this high performance is only obtained when unstable cells cover an incredibly high landslide cover (similar to 75%) of the entire watershed exhibiting a significant landslide over- prediction.
机译:评估基于单元的滑坡模型性能时常用的成功率(SR)基于成功预测的滑坡位点与实际总滑坡位点之比,而不考虑预测稳定单元的性能。我们提出了一种改进的SR(MSR),其中包括稳定小区预测的性能。 MSR的优势在于避免了过高和过低的预测,同时在所有模拟情况下都保持了稳定的灵敏度。随机分析是通过使用人工滑坡图和模拟进行的,在稳定和不稳定的单元格预测中均具有全方位的性能(从最差到完美)。随机分析揭示了估算器在计算性能时对各种模型结果的数学响应。通常用于卫星图像分析的Kappa方法不适用于滑坡建模,当滑坡覆盖率发生变化时会产生不一致的性能。为了检验真实模型应用中SR和MSR之间的差异,我们将SHALSTAB模型应用于台湾的山区流域。案例研究表明,稳定和不稳定的细胞预测在SHALSTAB模型中是互斥的。最佳估算器应权衡滑坡的高估和低估。根据我们的4000次模拟,由MSR生成的最佳模拟结果是在131个实际滑坡点上命中了83个,而不稳定单元仅覆盖了所研究流域的16%。相比之下,尽管从SR项目得出的最佳模拟结果是对131个实际滑坡地点进行了120次命中,但只有在不稳定单元覆盖整个流域的令人难以置信的高滑坡覆盖率(约75%)时,才能获得这种高性能。滑坡过度预测。

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