Hazard Assessment of Highway Debris Flows in High-Altitude Mountainous Areas: A Case Study of the Laqi Gully on the China–Pakistan Highway

Xiaomin Dai, Qihang Liu (), Ziang Liu and Xincheng Wu
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Xiaomin Dai: School of Traffic and Transportation Engineering, Xinjiang University, Urumqi 830017, China
Qihang Liu: School of Mechanical Engineering, Xinjiang University, Urumqi 830046, China
Ziang Liu: School of Mechanical Engineering, Xinjiang University, Urumqi 830046, China
Xincheng Wu: Xinjiang Transportation Construction Group Co., Ltd., Urumqi 830011, China

Sustainability, 2025, vol. 17, issue 14, 1-22

Abstract: Located on the northern side of the China–Pakistan Highway in the Pamir Plateau, Laqi Gully represents a typical rainfall–meltwater coupled debris flow gully. During 2020–2024, seven debris flow events occurred in this area, four of which disrupted traffic and posed significant threats to the China–Pakistan Economic Corridor (CPEC). The hazard assessment of debris flows constitutes a crucial component in disaster prevention and mitigation. However, current research presents two critical limitations: traditional models primarily focus on single precipitation-driven debris flows, while low-resolution digital elevation models (DEMs) inadequately characterize the topographic features of alpine narrow valleys. Addressing these issues, this study employed GF-7 satellite stereo image pairs to construct a 1 m resolution DEM and systematically simulated debris flow propagation processes under 10–100-year recurrence intervals using a coupled rainfall–meltwater model. The results show the following: (1) The mudslide develops rapidly in the gully section, and the flow velocity decays when it reaches the highway. (2) At highway cross-sections, maximum velocities corresponding to 10-, 20-, 50-, and 100-year recurrence intervals measure 2.57 m/s, 2.75 m/s, 3.02 m/s, and 3.36 m/s, respectively, with maximum flow depths of 1.56 m, 1.78 m, 2.06 m, and 2.52 m. (3) Based on the hazard classification model of mudslide intensity and return period, the high-, medium-, and low-hazard sections along the highway were 58.65 m, 27.36 m, and 24.1 m, respectively. This research establishes a novel hazard assessment methodology for rainfall–meltwater coupled debris flows in narrow valleys, providing technical support for debris flow mitigation along the CPEC. The outcomes demonstrate significant practical value for advancing infrastructure sustainability under the United Nations Sustainable Development Goals (SDGs).

Keywords: China–Pakistan Highway; debris flow; numerical simulation; hazard assessment (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2025
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