photo
Dr. Mohd. Mohsin
  • DEPARTMENT_STAFF.QUALIFICATION

    Ph.D. (Water Resources), IIT Delhi

  • DEPARTMENT_STAFF.DESIGNATION

    Associate Professor

  • DEPARTMENT_STAFF.THRUST_AREA

    Surveying, Hydraulic Structures, Quantity Surveying, CFD (VOF Model) etc.

  • DEPARTMENT_STAFF.ADDRESS

    Civil Engineering Section, University Polytechnic, AMU, Aligarh-202002 (INDIA)

  • DEPARTMENT_STAFF.MOBILE

    8279778017

  • DEPARTMENT_STAFF.EMAIL

    mmohsin13@hotmail.com

  • DEPARTMENT_STAFF.TIME_TABLE

    Time_table: 23-24 (Odd-Semester)

DEPARTMENT_STAFF.COMPLETE_CV

Dr. Mohd. Mohsin received his B. Sc. Engineering (Civil) degree in 1988 and M. Sc. Engineering (Hydraulic Structures) degree in 1990 from Aligarh Muslim University (AMU), Aligarh, India. He joined as lecturer in Civil Engineering Section (CES), University Polytechnic in 1990. At present, he is Associate Professor in Civil Engineering Section at University Polytechnic, AMU, Aligarh. He obtained his Ph.D. degree in Water Resources Engineering, Department of Civil Engineering, IIT, Delhi, India, in 2017. He has worked as Incharge, CES for 3 years (09 March 2018 to 08 March, 2021). He has a shining academic record. He has published research papers in reputed National/International Journals and Conferences. He has a total teaching experience of about 31 years. He is a life member of Indian Society for Hydraulics (ISH), Indian Society for Technical Education (ISTE) and Fellow of Institution of Engineers, India (IEI). He is a good teacher and an active & dedicated researcher. He is also a reviewer of J. of  Irri. and Drain. Engg., ASCE, Particuology and Food Process Engineering. The major fields of his specialization include Surveying (including Total Station and Auto Level), Quantity Survey & Valuation, Hydraulics & Hydraulic Structures, Sedimentation and CFD (VOF Model).

  1. National/International Conference/Seminar

    1. Beg, M. & Mohsin, M. (1996). “Low Cost Flood Resisting Energy Efficient Houses for Eastern U.P.”. Proc. of Regional Seminar organized by M.M.M. Engg. College, Gorakhpur, U.P., India, March 13-14, 1996.
    2. Muzammil, M. & Mohsin, M. (2006). “An ANN for Prediction of Discharge in a Circular Free Overfall”. Proc. National Conference on “Advances in Heat Transfer and Fluid Dynamics”, Mechanical Engg. Dept., AMU, Aligarh, U. P., India, Sep. 16-17, 2006.
    3. Mohsin, M. (2019). “Invert Trap-A Critical Review”.Proc.National Conference on “Water Resources Management (WRM2019)”, Civil Engineering Department, AMU, Aligarh (India), March 15-16, 2019.
    4. Beg, S., Sandeep, B., Mohsin, M. and Kaushal, D. R. (2019). “Experimental Investigation of Velocity Distribution inside Invert Trap using 2D PIV Method”. Proc.19th International Conference on Transport and Sedimentation of Solid Particles, Org.  by Wroclaw University of Environmental and Life Sciences, Poland and Cape Peninsula University of Technology, Cape Town, Republic of South Africa and held in Cape Town, South Africa, 24-27Sept 2019, Cape Town, South Africa.
    5. Mohsin, M. (2021).Empirical Formula for Sequent Depth Ratio (SDR) in Smooth Sloping Rectangular Channels”. Proc.26th International Conference (Hydro21) on Hydraulics, Water Resources and Coastal Engineering organized by Dept. of Civil Engineering, SVNIT, Surat Gujrat (India), Dec. 23-25, 2021.
  2. Journals

    (1)  Gupta, R. D., Jamil, M., and Mohsin, M. (1993). Discharge prediction in smooth trapezoidal free overfall (positive, zero, and negative slopes). J. Irrig. and Drain. Engg.,ASCE, 119(2), 215-224. [doi:10.1061/(ASCE)0733-9437(1993)119:2(215)]

    (2)  Gupta, R. D., Jamil, M., M. Beg, M. and M. Mohsin (2000). Prediction of discharge in circular free overfall (for positive, zero, and negative slopes), J. Hydr. Eng., ISH, 6 (1), 25–34. [doi: 10.1080/09715010.2000.10514662]

    (3)  Jamil, M. & M. Mohsin M. (2002). Flow Measurements with Trapezoidal Free Overfall. Discussion, J. Hydr. Eng., ISH, 8(1), 67-68. [doi:10.1080/09715010.2002.10514708]

    (4)  Mohsin, M. and Kaushal, D. R.  (2017). A 2D-CFD (VOF - model) Analysis of Invert Trap for Bed Load Removal in an Open Rectangular Sewer Drain. Taylor & Francis: J. of Particulate Sci. & Tech., 35(1), 54-66. [doi:10.1080/02726351.2015.1131786].

    (5)  Mohsin, M. and Kaushal, D. R.  (2016). 3D CFD validation of invert trap efficiency for sewer solid management using VOF model. J. of Water Sci. & Engg., 9(2), 106-114. [doi/full/ 10.1016/j.wse.2016.06.006].

    (6)  Mohsin, M. & Kaushal, D. R. (2016). Experimental & CFD Analysis Using 2D & 3D (VOF-Model) for Invert Trap in an Open Rectangular Sewer Channel. J. of Irrig. and Drain. Engg,ASCE[doi:10.1061/(ASCE)IR.1943-4774.0001142]

    (7)  Mohsin, M. & Kaushal, D. R. (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 Experimentally Validated Using Field Sewer Solids.  J. of Particuology. Volume 33, 98-111. [doi.org/10.1016/j.partic.2016.09.010]


LISTDownloadUPLOADED DATE
PCE504C: UNIT-II & III: Lecture-2: Building Estimate (Centre Line Method)
31/08/2022
PCE504C: Unit-I: Theory
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PCE504C: Unit-II & III : Lecture-I: Building Estimate (Long wall & Short wall Method)
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Numerical: Earth Work for Irrigation Canals-Ex.1
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