The invention discloses an underground
engineering seepage control method based on multi-target rainfall scheme optimization and rolling scheduling, and belongs to the field of underground
engineering and geotechnical construction
informatization. According to the method, a two-stage integrated solution is provided, in the
design stage, based on a seepage-stress
coupling simulation model, a multi-target optimization
algorithm is adopted,
structural deformation minimization and
engineering cost minimization serve as targets, a Pareto non-inferior solution set of the number, the position and the depth of
precipitation wells is solved, and a baseline scheme is determined; in the construction stage, on a fixed
precipitation well network, based on real-time
monitoring data, secondary optimization with
safety margin maximization and engineering cost minimization as targets is carried out in a rolling time window, the target
water pumping flow and the start-stop state of each well are dynamically solved, and the target
water pumping flow and the start-stop state are issued to field equipment for execution through an
industrial communication protocol in a
closed loop mode. According to the method, a whole-process
closed loop of the
precipitation scheme from design optimization to construction self-adaptive regulation and control is realized.