干旱区地理 ›› 2026, Vol. 49 ›› Issue (5): 917-927.doi: 10.12118/j.issn.1000-6060.2025.425 cstr: 32274.14.ALG2025425
卢盛栋1(
), 王文春2, 郝小栋3, 孙立军3, 张华明1
收稿日期:2025-07-21
修回日期:2025-09-10
出版日期:2026-05-25
发布日期:2026-05-25
作者简介:卢盛栋(1983-),男,硕士,高级工程师,主要从事气象灾害防御技术研究. E-mail: Lsd202406@126.com
基金资助:
LU Shengdong1(
), WANG Wenchun2, HAO Xiaodong3, SUN Lijun3, ZHANG Huaming1
Received:2025-07-21
Revised:2025-09-10
Published:2026-05-25
Online:2026-05-25
摘要:
以改进降雨诱发滑坡灾害时空概率算法,提高预报预警能力为研究目标,基于2001—2020年山西省滑坡灾害与同期降雨资料,剔除冻融期及无明显降雨诱发的滑坡灾害样本,重构样本集。采用逻辑回归方法,构建了以累积有效降雨量、降雨间隔历时为变量的降雨致灾概率模型。结合下垫面影响因子空间分布特征,将山西省划分为5个片区,应用贝叶斯公式对逻辑回归模型进行修正,建立空间概率模型。通过接受者操作特征曲线(ROC)获得降雨致灾最佳临界值,最后应用2021—2023年样本进行检验,经插值获得各片区降雨致灾阈值曲线。结果表明:(1) 山西省南部冻融期结束时间在5月上旬,而北部则可持续到6月中旬。(2) ROC曲线表明逻辑回归模型、贝叶斯公式修正模型均有一定的预测能力,且后者更佳,临界致灾概率分别为61.51%、60.37%。(3) 逻辑回归模型、贝叶斯公式修正模型准确率分别为86.44%、93.22%,贝叶斯公式修正效果显著。(4) 山西省各片区均表现为随着降雨间隔时长的增加,所需阈值逐渐递减,就空间分布而言,山西省滑坡灾害隐患点阈值呈现从西南到东北逐渐降低的特点。
卢盛栋, 王文春, 郝小栋, 孙立军, 张华明. 基于贝叶斯公式修正的降雨型滑坡灾害概率研究[J]. 干旱区地理, 2026, 49(5): 917-927.
LU Shengdong, WANG Wenchun, HAO Xiaodong, SUN Lijun, ZHANG Huaming. Probability of landslide disasters induced by rainfall based on Bayesian formula correction[J]. Arid Land Geography, 2026, 49(5): 917-927.
表1
部分影响因子各区域占比"
| 主要影响因子 | 北太行山片区 | 晋南片区 | 太岳山片区 | 北吕梁山片区 | 南吕梁山片区 | |
|---|---|---|---|---|---|---|
| 坡度/(°) | (0.00, 12.64) | 54.50 | 59.16 | 53.31 | 42.89 | 34.75 |
| [12.64, 31.78) | 39.51 | 34.67 | 43.34 | 53.09 | 57.80 | |
| [31.78, 78.80) | 5.99 | 6.17 | 3.35 | 4.01 | 7.45 | |
| NDVI | (0.076, 0.460) | 1.91 | 1.97 | 1.45 | 1.96 | 0.62 |
| [0.460, 0.732) | 40.80 | 27.98 | 29.55 | 52.76 | 30.10 | |
| [0.732, 0.920) | 57.29 | 70.05 | 68.99 | 45.28 | 69.28 | |
| TWI | [-1.62, 6.42) | 43.45 | 43.63 | 45.44 | 48.05 | 50.95 |
| [6.42, 15.44) | 56.16 | 56.07 | 54.18 | 51.62 | 48.78 | |
| [15.44, 26.19) | 0.39 | 0.31 | 0.38 | 0.33 | 0.27 | |
| 工程地质岩组 | 土体 | 43.25 | 44.27 | 47.86 | 60.60 | 39.51 |
| 岩体 | 56.08 | 55.56 | 52.06 | 39.27 | 60.49 | |
| 其他(水体等) | 0.07 | 0.18 | 0.08 | 0.13 | 0.00 | |
| 隐患点高程/m | [0, 1000) | 28.46 | 62.12 | 29.84 | 32.23 | 31.37 |
| [1000, 2800] | 71.54 | 37.78 | 70.16 | 67.77 | 68.63 | |
表2
贝叶斯公式修正概率统计结果"
| 变量 | 短期降雨 | 中期降雨 | 中长期降雨 | |||||||
|---|---|---|---|---|---|---|---|---|---|---|
| 较少 | 较多 | 特别多 | 较少 | 较多 | 特别多 | 较少 | 较多 | |||
| P(C1|B,L) | 0.00 | 100.00 | 100.00 | 0.00 | 75.00 | 100.00 | 30.00 | 7.69 | ||
| P(C1|B) | 36.36 | 66.67 | 100.00 | 23.81 | 41.18 | 100.00 | 30.77 | 7.69 | ||
| P(C2|B,L) | 0.00 | 100.00 | 100.00 | 0.00 | 100.00 | 100.00 | 10.00 | 19.23 | ||
| P(C2|B) | 18.18 | 100.00 | 100.00 | 4.76 | 100.00 | 100.00 | 7.69 | 19.23 | ||
| P(C3|B,L) | 0.00 | 100.00 | 100.00 | 0.00 | 25.00 | 100.00 | 15.00 | 11.54 | ||
| P(C3|B) | 9.09 | 100.00 | 100.00 | 33.33 | 11.76 | 100.00 | 11.54 | 11.54 | ||
| P(C4|B,L) | 0.00 | 100.00 | 100.00 | 0.00 | 100.00 | 100.00 | 10.00 | 19.23 | ||
| P(C4|B) | 36.36 | 100.00 | 100.00 | 9.52 | 100.00 | 100.00 | 7.69 | 19.23 | ||
| P(C5|B,L) | 100.00 | 100.00 | 100.00 | 0.00 | 100.00 | 100.00 | 35.00 | 42.31 | ||
| P(C5|B) | 100.00 | 100.00 | 100.00 | 28.57 | 100.00 | 100.00 | 42.31 | 42.31 | ||
表3
2021—2023年样本检验结果"
| 样本序号 | 累积有效降雨量/mm | 降雨历时/d | 是否发生滑坡灾害 | 逻辑回归 概率/% | 贝叶斯公式 修正概率/% | 样本序号 | 累积有效降雨量/mm | 降雨历时/d | 是否发生滑坡灾害 | 逻辑回归 概率/% | 贝叶斯公式 修正概率/% |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 56.46 | 15 | 是 | 96.68 | 100.00 | 30 | 93.79 | 12 | 否 | 99.66 | 99.66 |
| 2 | 162.21 | 14 | 是 | 100.00 | 100.00 | 31 | 33.23 | 7 | 否 | 16.71 | 16.71 |
| 3 | 59.81 | 10 | 是 | 86.83 | 100.00 | 32 | 1.97 | 1 | 否 | 0.14 | 0.00 |
| 4 | 175.51 | 14 | 是 | 100.00 | 100.00 | 33 | 18.38 | 7 | 否 | 4.94 | 0.00 |
| 5 | 299.01 | 11 | 是 | 100.00 | 100.00 | 34 | 0.60 | 2 | 否 | 0.17 | 0.00 |
| 6 | 302.90 | 12 | 是 | 100.00 | 100.00 | 35 | 19.18 | 9 | 否 | 10.26 | 0.00 |
| 7 | 142.38 | 11 | 是 | 99.99 | 99.99 | 36 | 9.10 | 7 | 否 | 2.18 | 0.00 |
| 8 | 98.57 | 12 | 是 | 99.78 | 100.00 | 37 | 51.14 | 6 | 否 | 41.72 | 41.72 |
| 9 | 69.73 | 10 | 是 | 94.21 | 94.21 | 38 | 34.29 | 4 | 否 | 7.02 | 7.02 |
| 10 | 99.42 | 4 | 是 | 96.59 | 96.59 | 39 | 15.40 | 1 | 否 | 0.46 | 0.46 |
| 11 | 48.25 | 7 | 是 | 44.04 | 93.62 | 40 | 14.74 | 2 | 否 | 0.62 | 0.93 |
| 12 | 28.31 | 16 | 是 | 76.28 | 63.10 | 41 | 16.11 | 15 | 否 | 42.56 | 35.21 |
| 13 | 116.75 | 10 | 是 | 99.91 | 99.91 | 42 | 41.68 | 11 | 否 | 64.45 | 53.31 |
| 14 | 103.24 | 11 | 是 | 99.80 | 99.80 | 43 | 44.76 | 11 | 否 | 70.58 | 58.38 |
| 15 | 107.92 | 4 | 是 | 98.40 | 98.40 | 44 | 10.90 | 1 | 否 | 0.31 | 0.31 |
| 16 | 127.28 | 11 | 是 | 99.98 | 99.98 | 45 | 106.93 | 8 | 否 | 99.58 | 99.58 |
| 17 | 94.57 | 5 | 是 | 96.30 | 96.30 | 46 | 29.50 | 2 | 否 | 2.33 | 2.33 |
| 18 | 112.94 | 5 | 是 | 99.28 | 99.28 | 47 | 1.30 | 2 | 否 | 0.18 | 0.18 |
| 19 | 172.05 | 10 | 是 | 100.00 | 100.00 | 48 | 56.92 | 6 | 否 | 54.77 | 54.77 |
| 20 | 112.37 | 11 | 是 | 99.91 | 99.91 | 49 | 43.78 | 8 | 否 | 42.85 | 42.85 |
| 21 | 206.98 | 14 | 是 | 100.00 | 100.00 | 50 | 27.09 | 11 | 否 | 32.45 | 31.64 |
| 22 | 91.73 | 11 | 是 | 99.42 | 99.42 | 51 | 16.35 | 6 | 否 | 2.93 | 0.00 |
| 23 | 41.55 | 14 | 是 | 83.98 | 69.47 | 52 | 20.58 | 6 | 否 | 4.25 | 4.25 |
| 24 | 37.05 | 11 | 是 | 54.34 | 44.95 | 53 | 5.89 | 8 | 否 | 2.33 | 0.00 |
| 25 | 217.32 | 4 | 是 | 100.00 | 100.00 | 54 | 29.40 | 1 | 否 | 1.63 | 1.63 |
| 26 | 145.05 | 7 | 是 | 99.98 | 99.98 | 55 | 23.40 | 2 | 否 | 1.35 | 1.35 |
| 27 | 84.35 | 9 | 是 | 97.73 | 97.73 | 56 | 51.26 | 7 | 否 | 50.87 | 50.87 |
| 28 | 32.92 | 13 | 是 | 62.57 | 81.36 | 57 | 40.33 | 11 | 否 | 61.60 | 60.06 |
| 29 | 213.07 | 4 | 是 | 100.00 | 100.00 | 58 | 47.10 | 2 | 否 | 10.58 | 15.88 |
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