| Authors | سعید سمیعی,علی عالی انوری |
| Journal | Journal of Hydraulic Structures (JHS) |
| Page number | 9 |
| Volume number | 12 |
| IF | ثبت نشده |
| Paper Type | Full Paper |
| Published At | 2026-01-01 |
| Journal Grade | Scientific - research |
| Journal Type | Electronic |
| Journal Country | Iran, Islamic Republic Of |
| Journal Index | ISC |
Abstract
Tunnel excavation poses a significant threat to groundwater systems,
particularly impacting confined tunnel springs and jeopardizing
hydrological balance and water resource sustainability. This study
tackles the challenges of tunnel-induced groundwater changes by
introducing a novel hybrid framework. This framework combines
expert qualitative insights with advanced quantitative modeling,
leveraging the Analytic Hierarchy Process (AHP) and artificial
intelligence. Building upon existing research that uses numerical and
empirical models to assess tunneling impacts on aquifers and spring
discharge, our approach integrates multi-criteria decision-making to
identify and prioritize factors driving groundwater loss. We evaluate
parameters impacting spring discharge, highlighting the importance
of karst cavities, rock mass permeability, fracture aperture, and rock
mass type. The proposed model categorizes excavation sites into six
impact levels, from harmless to completely hazardous. Key findings
underscore the influence of tunnel depth, excavation method, and
geological conditions on groundwater drawdown and spring
depletion. This framework offers an improved decision model for
predicting hydrological consequences, bridging research gaps, and
providing practical guidance for mitigating environmental impacts,
ensuring sustainable groundwater management, and optimizing
tunnel construction