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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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The commonly used success rate (SR) in evaluating cell-based landslide modelperformance is based on the ratio of successfully predicted landslide sitesover total actual landslide sites without considering the performance inpredicting stable cells. We proposed a modified SR (MSR), in which theperformance of stable cell prediction is included. The advantage of MSR isto avoid over- and under-prediction while upholding the stable sensitivitythroughout all simulated cases. Stochastic analyses are conducted by usingartificial 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 variousmodel results in calculating performance. The Kappa method, which iscommonly used for satellite image analysis, is improper for landslidemodeling giving inconsistent performance when landslide coverage changes. Toexamine differences among SR and MSR in real model application, we appliedthe SHALSTAB model onto a mountainous watershed in Taiwan. Case study showsthat stable and unstable cell predictions are inter-exclusive in SHALSTABmodel. The optimal estimator should compromise landslide over- andunder-prediction. According to our 4000 simulations, the best simulationgenerated by MSR projects 83 hits over 131 actual landslide sites while theunstable cells cover only 16% of the studied watershed. By contrast,despite the fact that the best simulation deduced from SR projects 120 hitsover 131 actual landslide sites, this high performance is only obtained whenunstable cells cover an incredibly high landslide cover (~75%) ofthe 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)是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),其中包括了稳定小区预测的性能。 MSR的优点是在整个模拟案例中都保持稳定的灵敏度的同时避免了过高和过低的预测。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性能会不一致。为了检验实际模型应用中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过高和过低预测。根据我们的4000次模拟,由MSR生成的最佳模拟结果是在131个实际滑坡点上发生了83次撞击,而不稳定的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击中了131个实际滑坡点,但只有在不稳定的单元格覆盖整个流域的令人难以置信的高滑坡覆盖率(〜75%)时才显示出很高的滑坡预测,才能获得这种高性能。 。

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