The traditional tank model-based landslip early warning system (LEWS) calculates the soil water index (SWI) as a single time series driven by basin-averaged rainfall, which cannot capture spatial heterogeneity along linear highway infrastructures. To overcome this limitation, this study proposes an integrated model that couples the tank model with an ordinary differential equation (ODE) form stormwater runoff simulation model: namely, the distributed runoff model (DRM). The DRM-computed distributed surface water depth replaces the first-layer water height of the tank model to generate spatially varying SWI values. The proposed framework is validated against the 2016 Typhoon No. 10 event that triggered five landslides (L1–L5) along Highway 274 in Hokkaido, Japan. Quantitative results show the following: (1) at all five landslide locations, the peak SWI values exceed 225 mm, while at a non-landslide reference point (L0) the peak SWI is only 158 mm, demonstrating clear spatial differentiation; (2) the predicted landslide initiation times from the integrated model deviate by less than 1.5 h from the actual occurrence times, whereas the shallow water equations (SWEs) and tank-coupled model advances predictions by over 7 h (L3, L4 and L5); (3) after revising the critical line (CL) based on the event data, the proposed model demonstrates a 100% identification rate for the five landslide sites with zero false alarms at L0 in this case study, indicating its potential for practical application. Compared with the tank + SWEs, the proposed tank + DRM approach maintains comparable spatial resolution but significantly improves temporal accuracy and computational efficiency, making it practical for real-time early warning along elongated highway projects. This study provides a spatially differentiated and temporally reliable decision-support tool for rainfall-induced landslide risk assessment along transportation corridors.
Rainfall infiltration frequently triggers slope failures by elevating pore water pressure and compromising the shear strength of unsaturated soil layers. Modeling these severe geological events remains computationally challenging. Standard grid-based techniques, such as the Finite Element Method (FEM), typically fail d...
Long Zhu, Lele Wang, Xiao Liu et al.· E3S Web of Conferences· 0 citations
Typhoon rainfall can trigger urban waterlogging within hours, but hydrodynamic modelling is impractical for rapid screening. For Typhoon Haikui (2311) across Guangdong, Guangxi, and Hainan, we integrated half-hourly Integrated Multi-satellitE Retrievals for Global Precipitation Measurement (IMERG) Final Run V07 precipi...
Yuheng Yan, Xiaolu Li, Wenjie He et al.· Water· 0 citations
Padang City experiences recurrent flooding because intense rainfall, rapid runoff from eastern catchments, low-lying floodplains, and coastal-estuarine backwater effects interact across a developed watershed continuum. Existing assessments often examine rainfall, runoff response, spatial hazard, and ecological function...
Aprizon Putra, Triyatno, Sari Nova et al.· Integrated Environmental Ass...· 0 citations
Tropical coastal cities in Southeast Asia are highly vulnerable to pluvial and fluvial flooding, which is exacerbated by rapid upland land use change and a reduction in natural water retention. This study develops and applies a novel decision support tool that couples a JAX accelerated diffusive wave solver for shallow...
Prince Edike· International Journal of Lat...· 0 citations
(English) Hydro-geomorphological hazards such as floods and rainfall-induced landslides frequently co-occur in mountainous regions, driven by shared meteorological forcing but governed by distinct hydrological and geotechnical mechanisms. Improving their anticipation requires modelling frameworks capable of consistentl...
Flavio Alexander Asurza Véliz· 0 citations
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