In　this　paper,　the　impact　of　non-Darcy　seepage　on　the　steady　seepage　field　in　front　of　a　grouted　subsea　tunnel　face　is　analysed.　Analytical　solutions　are　proposed　by　combining　the　three-dimensional　(3D)　seepage　continuity　equation,　which　is　expressed　in　spherical　coordinates,　with　the　Hansbo　seepage　model.　These　solutions,　which　are　also　suitable　for　calculating　the　hydraulic　head　distribution　in　front　of　the　tunnel　face　without　a　grouted　zone,　are　verified　by　a　series　of　numerical　simulations.　Comparisons　show　that　this　study　enabled　the　augmentation　of　the　classical　analytical　model.　Finally,　the　influence　of　relevant　parameters,　including　the　nonlinear　parameters　in　the　Hansbo　seepage　model,　the　relative　permeability　(i.e.,　kr/kg),　and　the　grouted　zone　thickness,　are　inves-tigated.　The　results　show　that　the　exponential　parameter　m　and　critical　hydraulic　gradient　i1　in　the　Hansbo　seepage　model　have　a　more　significant　impact　on　the　water　inflow　than　the　water　pressure　on　the　grouted　zone.　Based　on　the　non-Darcy　seepage　model,　the　water　inflow　is　lower　and　the　water　pressure　on　the　grouted　zone　is　larger　than　that　obtained　by　Darcy＇s　model.