| نویسندگان | Hadi Farhadian |
| نشریه | journal of hydraulic structures |
| شماره صفحات | 57-67 |
| شماره سریال | 11 |
| شماره مجلد | 4 |
| نوع مقاله | Full Paper |
| تاریخ انتشار | 2025 |
| نوع نشریه | الکترونیکی |
| کشور محل چاپ | ایران |
| نمایه نشریه | isc |
چکیده مقاله
Optimizing the positioning of minor drainage tunnels is a crucial
strategy in mitigating groundwater inflow within main tunnel
projects, a significant concern in civil engineering and infrastructure
development. Groundwater inflow can lead to serious challenges,
including tunnel instability, flooding, and increased construction
costs. This makes effective management of water in underground
projects paramount. The strategic placement of minor drainage
tunnels facilitates the efficient collection and diversion of seepage
water, reducing the risks associated with groundwater inflows. This
study employs numerical finite element modeling to examine the
optimal positioning of drainage tunnels relative to main tunnels,
considering various configurations and hydrogeological conditions.
Results indicate that placing the drainage tunnel below the main
tunnel significantly reduces groundwater inflow, especially as tunnel
radii and groundwater head levels increase. These findings provide a
practical framework for enhancing tunnel drainage efficiency,
ensuring structural stability, and minimizing environmental impacts
by introducing the final model in optimizing minor drainage tunnel
positions to mitigate groundwater inflow in main tunnel projects.
لینک ثابت مقاله