Abstract: Abstract: To analyze flow field characteristics and sediment deposition rate of irrigation canal in front of sluice during the gate closing, a generalized numerical model was set up according to the preliminary design scheme of the scheduling diversion channel on a river in South Asia. By the software Flow-3D, simulation analysis of the flow field characteristics of canal in front of sluice was carried out under 3 characteristic conditions (high, medium and low water level) during the gate closing. In addition, the intensity of circulating under characteristic conditions was extracted, which was denoted by average velocity of water particle on the lateral axis of recirculation. Referring to the movements of water and sediment in closed channel, an estimation method of accretion rate of canal in front of sluice was proposed, and corresponding formula was derived, in which the coefficient  comprehensively reflected geometric hydraulic conditions and turbulent diffusion intensity of sediment at entrance. Based on the data of contemporaneous suspended sediment model, the average value of the coefficient  was 0.02331. We adopted 0.0235 for the coefficient after calibration and calculated the sediment deposition rate in canal in front of sluice under 3 characteristic conditions. Hence, approximate elliptic circulation appeared around vertical axis in the canal in front of sluice during the gate closing, and planar flow velocity showed fluctuation. Water level elevation was low in center and high all around. Planar flow velocity of inferior wall was larger than that of superior wall. Water level elevation of the former was higher than that of the latter. In fact, water in recirculation zone exhibited three-dimensional and transient property. By the Flow-3D, radial circulation around the streamline of planar circulation was obvious, which promoted mass, momentum and energy exchange to become uniform between the upper and lower flow constantly. Therefore, vertical flow velocity in recirculation zone was in different directions but relatively uniform in value, which differed from logarithmic or exponential vertical distribution of flow velocity in common open channel. On the whole, planar circulation occupied the main position, and the radial circulation was secondary in the canal in front of sluice. Intensity of planar circulation increased obviously with the main flow velocity increasing, owing to the increasing of turbulent shear stress. The flow field of canal in front of sluice was similar to that of closed channel in cecum branch during the gate closing. Results on cecum circulating flow can be used in canal in front of sluice. The sediment deposition rate of the canal in front of sluice is large, so the irrigation canal will present the trend of cumulative deposition, which certainly will bring serious influences on the operation and management of irrigation canal system. The trumpet-shaped cross section of the entrance is extremely unreasonable. Preliminary design scheme of the entrance in water diversion canal needs sufficient demonstration. However, the calculation of sediment deposition rate in the canal in front of sluice provides evidence for siltation analysis of the project under other conditions. Geometric and hydraulic conditions at entrance are various in main, branch or lateral canal. Influencing factors on the coefficient  in calculation formula of sediment deposition rate are numerous. The results in this paper can offer the reference for analogous engineering design.