Aug 2026· Water Resources Research· Vol 62· 0 citations· 112 references
Abstract
Although overland flow strongly governs soil erosion and sediment transport, its response to desiccation cracking induced by drying‐wetting cycles is not fully understood. This study addresses this gap through laboratory rainfall simulations on a slope model subjected to three drying‐wetting cycles. Soil moisture and suction were monitored at shallow depth, crack patterns were quantified through image processing, and runoff and sediment yields were measured during rainfall events. Infrared thermography was applied to capture flow velocity and spatial organization. Results show that drying‐wetting cycles accelerated moisture loss, steepened suction gradients, and promoted the initiation and propagation of cracks. Crack ratio and total crack length increased markedly during the first two cycles but stabilized in the third, indicating that the slope surface had reached a state of structural equilibrium. Runoff generation was influenced by both antecedent moisture and crack development: higher initial moisture reduced infiltration capacity and produced rapid, high‐magnitude runoff, while progressive cracking enhanced infiltration and weakened runoff response in later cycles. Sediment yield closely followed runoff intensity, peaking in the second cycle due to the influence of reduced infiltration and structural weakening. Infrared thermography showed that leading‐edge velocity declined during rainfall while the continuity‐derived equivalent runoff depth increased, reflecting different responses of local tracer‐front propagation and integrated runoff generation to evolving flow connectivity and effective hydraulic resistance. Across cycles, leading‐edge velocity rose initially and then declined, consistent with the transition from high antecedent moisture and structural weakening to stabilized crack networks. Spatial indices further confirmed this shift, indicating progressive increases in surface roughness, enhanced flow dispersion, and shortened effective flow paths.
The use of fine-grained soils as backfill in geosynthetic-reinforced soil walls has increased worldwide, despite concerns regarding climate-induced intense rainfalls. This study investigates the hydraulic–mechanical behaviour of a large-scale segmental reinforced soil wall constructed with a fine- grained backfill and...
Matheus Cardoso dos Santos, Fernando Henrique Martins Portelinha· E3S Web of Conferences· 0 citations
Climate change, characterised by rising temperatures and changing precipitation patterns, significantly impacts the geotechnical behaviour of soil. This includes alterations in soil’s shear strength, compressibility, and permeability, which in turn affect soil structure and its ability to manage water absorption and re...
Norshakila Abdul Wahab, Ahmad Safuan A. Rashid, Azman Kassim et al.· Jurnal Kejuruteraan· 0 citations
Raindrop‐induced soil surface sealing alters infiltration, runoff, and sediment detachment, yet most erosion models fail to capture its dynamic impacts on interrill processes at event scales. Conceptually informed by the process‐based approach of Water Erosion Prediction Project, we develop a modeling framework tha...
Song-Bai Wu, Li Chen, Ning-Lian Wang et al.· Water Resources Research· 0 citations