en Water-Hydraulic Structure Water-Hydraulic Structure Research Paper Research Paper Because of the complexity of the physical processes in the vicinity of the hydraulic structures due to the separation of the flow, traditional methods for for prediction of maximum scour depth downstream of hydraulic structures are mostly based on empirical approaches. Hence, only a few theoretical works have been reported to study this phenomenon. The present paper describes a new approach based on the momentum principles to estimate the maximum local scour depth downstream of a submerged sluice gate flowing over horizontal or adverse stilling basin. A control volume of the fluid in the equilibrium state of the scour hole was considered and based on momentum principles, some equations are derived to estimate the scour depth at equilibrium state. To verify the proposed equations, large numbers of experiments were planned and conducted under wide range of characteristic parameters such as, incoming Froude number, sediment size, tailwater depth, length and slope of the apron. It was found that the proposed equations fall in a good agreement with experimental results. It was also observed that, in the case of horizontal apron, a specific tailwater depth exists with which the local scour depth attains a minimum value. However, in the case of adverse basins when the tailwater depth takes a specific value, the maximum depth of the scour hole reaches to its maximum and then decreases to a constant value as the tailwater depth increases. This critical tailwater depth was formulated using a semi-theoretical equation. Local scour, Momentum principle, Sluice gate, Submerged jet, Adverse Stilling basin 1 15 http://ijce.iust.ac.ir/browse.php?a_code=A-10-135-3&slc_lang=en&sid=1 H. Khalili Shayan h_kh_shayan@ut.ac.ir 180031947532846009532 180031947532846009532 No Postgraduate, Irrigation and Reclamation Engineering Department, University of Tehran, P.O. Box 31587-4111, Karaj, Iran J. Farhoudi jfarhoudi@ut.ac.ir 180031947532846009533 180031947532846009533 Yes Professor, Irrigation and Reclamation Engineering Department, University of Tehran, P.O. Box 31587-4111, Karaj, Iran H. Hamidifar hhamidifar@ut.ac.ir 180031947532846009534 180031947532846009534 No Faculty Member, Water Engineering Department, Fasa University, P.O. Box 7461781189, Fasa, Iran