Discharge Prediction in Smooth Trapezoidal Free Overfall (Positive, Zero, and Negative Slopes) RD Gupta, M Jamil, M Mohsin J. of Irri. and Drain. Engrg.,ASCE 119 (2), 10, 1993 | 41 | 1993 |
3D CFD validation of invert trap efficiency for sewer solid management using VOF model M Mohsin, DR Kaushal Water Science and Engineering 9 (2), 9, 2016 | 21 | 2016 |
A 2D-CFD (VOF model) analysis of invert trap for bed load removal in an open rectangular sewer drain M Mohsin, DR Kaushal Particulate Science and Technology 35 (1), 54-66, 2017 | 10 | 2017 |
Three-dimensional computational fluid dynamics (volume of fluid) modelling coupled with a stochastic discrete phase model for the performance analysis of an invert trap … M Mohsin, DR Kaushal Particuology 33, 98-111, 2017 | 8 | 2017 |
Experimental and CFD analyses using two-dimensional and three-dimensional models for invert traps in open rectangular sewer channels M Mohsin, DR Kaushal Journal of Irrigation and Drainage Engineering 143 (5), 04016087, 2017 | 8 | 2017 |
PREDICTION OF DISCHARGE IN CIRCULAR FREE OVERFALL (For+ ve, zero and− ve slope) RD Gupta, M Jamil, M Beg, M Mohsin ISH Journal of Hydraulic Engineering 6 (1), 25-34, 2000 | 4 | 2000 |
Experimental investigation of velocity distribution inside invert traps using 2D PIV method S Beg, S Bhaskar, M Mohsin, DR Kaushal Proc., 19th Int. Conf. on Transport and Sedimentation of Solid Particles …, 2019 | 2 | 2019 |
Empirical Formula for Sequent Depth Ratio (SDR) in Smooth Sloping Rectangular Channels M Mohsin International Conference on Hydraulics, Water Resources and Coastal …, 2021 | | 2021 |
Flow Measurements with Trapezoidal Free Overfall M Jamil, M Mohsin J. of Hydr. Eng., ISH 8 (1), 2, 2002 | | 2002 |