《山东大学学报(理学版)》 ›› 2026, Vol. 61 ›› Issue (10): 98-109.doi: 10.6040/j.issn.1671-9352.0.2026.019
• 生态风险与综合治理 • 上一篇
宣炳旭1,2,毛旭锋1,2*,魏晓燕3,于红妍4,宋秀华5,张乐乐1,2,杜凯1,2,杨永潇1,2,袁冬海1,2,谢顺邦5
XUAN Bingxu1,2, MAO Xufeng1,2*, WEI Xiaoyan3, YU Hongyan4, SONG Xiuhua5, ZHANG Lele1,2, DU Kai1,2, YANG Yongxiao1,2, YUAN Donghai1,2, XIE Shunbang5
摘要: 河流岸线迁移格局是河岸综合治理的重要依据之一。以青藏高原东北缘的大通河干流为对象,选取水源涵养功能主导的自然岸线河段(祁连段)与农业综合治理功能主导的工程岸线河段(门源段),基于数字海岸线分析系统(digital shoreline analysis system, DSAS)模型,结合多源遥感与水文再分析数据,定量分析2016—2025年间高寒河流在不同管理背景下的岸线演变特征,提出基于“自然保育—工程防护”差异化的河岸分区治理模式。结果表明:(1)大通河岸线左岸侵蚀显著高于右岸:左岸平均迁移变化速率为-0.87 m/a,右岸平均变化速率为-0.21 m/a;(2)岸线迁移强度呈现显著的空间分异特征(p<0.01),门源段最大水力能量强度是祁连段的3倍,但其平均地貌活跃度(1.29 m/a)较祁连段(2.03 m/a)低36%,呈现出显著高驱动、低响应的特征;(3)人工干预使地貌活跃度平均降低0.74 m/a,证实差异化分区治理模式的有效性。研究结果阐明在自然保育功能区保留地貌自由度以涵养水源、在人类活动密集区强化边界约束以保障安全,为高寒流域的精细化管理提供支撑。
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