综合智慧能源 ›› 2026, Vol. 48 ›› Issue (7): 33-44.doi: 10.3969/j.issn.2097-0706.2026.07.004
收稿日期:2026-01-01
修回日期:2026-02-23
出版日期:2026-07-25
作者简介:马素萍(1998),女,硕士生,从事智能信息处理和模式识别方面的研究,1149580574@qq.com;基金资助:
MA Supinga(
), LIU Xingjiea(
), LIANG Yinga(
), BO Tianlib(
)
Received:2026-01-01
Revised:2026-02-23
Published:2026-07-25
Supported by:摘要:
微地形会显著影响风速、温度等要素的分布。微地形等级不同,其气象放大或屏蔽作用存在差异,导致区域输电线路覆冰、风偏、倒塔等灾害风险呈现显著差异。传统仅依靠地形形态的定性微地形分类无法满足电网精细化防灾设计需求。为实现灾害精准防控、保护输变电线路的安全,建立一种与气象响应相挂钩的微地形定量分级方法。以宁夏六盘山地区为例,提出一种基于风速变异特征反演微地形等级的定量框架。提取61 852组地形数据输入数字高程模型;结合主成分分析(PCA)与K-means聚类,将区域微地形划分为垭口型、地形抬升型、高山分水岭型3类。基于典型微地形分类结果,利用多元回归分析建立坡度、高程与局地风速之间的耦合关系模型(决定系数R²=0.987,显著性水平p<0.01),从统计上验证微地形对风速的控制作用。通过方差膨胀因子、残差正态性诊断消除多重共线性,验证模型可靠性。在此基础上,采用计算流体力学(CFD)的高分辨率风场数值模拟,提取复杂地形下的风速空间变异特征。结合相关规范,拟定了4级风速分类标准,并将其映射至微地形单元,实现从风速响应到地形等级的初步划分。CFD仿真清晰揭示出垭口狭管效应是山区线路极端风冰灾害的核心诱因,湍流强度可直观反映微地形气流扰动程度。融合风速分级结果与地形参数间的量化关系,构建了一个包含明确参数范围的微地形程度等级划分框架。该等级划分框架研究可为山区输电线路冰区划分、路径优化及工程风荷载评估提供定量依据,并为同类区域的微地形灾害风险差异化防控提供方法参考。但研究存在区域局限性,跨区域需重新标定地形-风速回归关系、调整CFD边界条件与分级阈值,后续可开展多山地野外观测验证模型泛化能力。
中图分类号:
马素萍, 刘兴杰, 梁英, 薄天利. 基于CFD风场模拟反演的六盘山微地形定量分级[J]. 综合智慧能源, 2026, 48(7): 33-44.
MA Suping, LIU Xingjie, LIANG Ying, BO Tianli. Quantitative classification of micro-topography in Liupan Mountain based on CFD wind speed simulation inversion[J]. Integrated Intelligent Energy, 2026, 48(7): 33-44.
表3
不同入口风速下各微地形的风速模拟结果
| 微地形 | 代表点特征描述 | 入口风速/(m·s-1) | 出口风速/(m·s-1) | 风速增值/(m·s-1) | 放大系数 |
|---|---|---|---|---|---|
| 垭口型 | 狭窄通道,强狭管 效应 | 3.00 | 5.80 | 2.80 | 1.93 |
| 5.00 | 7.32 | 2.32 | 1.46 | ||
| 7.00 | 8.54 | 1.54 | 1.22 | ||
| >8.00 | 10.02 | 2.02 | 1.25 | ||
| 分水 岭型 | 山脊线,绕流加速 | 3.00 | 3.84 | 0.84 | 1.28 |
| 5.00 | 6.51 | 1.51 | 1.30 | ||
| 7.00 | 7.98 | 0.98 | 1.14 | ||
| >8.00 | 9.87 | 1.87 | 1.23 | ||
| 地形抬升型 | 陡峭迎 风坡 | 3.00 5.00 | 3.12 | 0.12 | 1.04 |
| 5.87 | 0.87 | 1.17 | |||
| 7.00 | 7.44 | 0.44 | 1.06 | ||
| >8.00 | 9.46 | 1.46 | 1.18 |
表4
基于CFD模拟出口风速的垭口型微地形等级划分
| 项目 | 不同入口风速下的出口风速/(m·s-1) | 不同入口风速下的放大系数 | 形态与动力特征 | 对风速的影响程度 | ||||||
|---|---|---|---|---|---|---|---|---|---|---|
| 3.0 m/s | 5.0 m/s | 7.0 m/s | >8.0 m/s | 3.0 m/s | 5.0 m/s | 7.0 m/s | >8.0 m/s | |||
| 垭口C1 | 3.5 | 5.4 | 7.6 | 9.1 | 1.17 | 1.08 | 1.09 | 1.14 | 浅开阔垭口:狭管效应微弱,风速放大作用不显著,仅在特定风向有轻微加速 | 低 (L1) |
| 垭口C2 | 4.0 | 6.5 | 8.9 | 10.7 | 1.33 | 1.3 | 1.27 | 1.34 | 典型V型垭口:通道明显收紧,风流线集中,产生稳定且显著的风速放大 | 中 (L2) |
| 垭口C3 | 4.7 | 7.6 | 10.4 | 12.5 | 1.57 | 1.52 | 1.49 | 1.56 | 深窄U型垭口:强烈的狭管效应,形成稳定的局部强风区,风荷载风险高 | 高 (L3) |
| 垭口C4 | 5.8 | 9.3 | 12.7 | 15.2 | 1.93 | 1.86 | 1.81 | 1.90 | 极端“风洞”地形:地形紧缩效应达到极致,出口风速巨大,是风灾的极高风险区 | 极高 (L4) |
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