Dr. Ajmal Hussain - Department of Civil Engineering

DEPARTMENT.FACULTY

Dr. Ajmal Hussain

DEPARTMENT_STAFF.QUALIFICATION
PhD (IIT Roorkee), MTech (IIT Roorkee), BTech (AMU)
DEPARTMENT_STAFF.DESIGNATION
Assistant Professor
DEPARTMENT_STAFF.THRUST_AREA
Fluvial and Channel Hydraulics, Hydraulic structures, River Engineering, Computational hydraulics, Urban Flood.
DEPARTMENT_STAFF.ADDRESS
Hadi Nagar, Dhorra, Aligarh-202001 (INDIA),
DEPARTMENT_STAFF.MOBILE
9760518481 , 7088145452
DEPARTMENT_STAFF.EMAIL
ajmalamin.iitr@gmail.com , ajmal.hussain@zhcet.ac.in
DEPARTMENT_STAFF.TIME_TABLE
Time Table 2022-2023_Odd Sem Time Table 2020-2021 Time Table 2021-2022 odd sem

Dr Ajmal Hussain is currently Assistant Professor in the Department of Civil Engineering at AMU Aligarh. Earlier he was Assistant Professor at the Department of Civil Engineering at Delhi Technological University, New Delhi, INDIA. He received his Bachelor's Degree in Civil Engineering from Faculty of Engineering and Technology, AMU, Aligarh in the year 2008. Dr Hussain earned and Master's Degree (2010) and PhD (2014) in Hydraulics from Department of Civil Engineering, IIT Roorkee, India. He has more than 6 years of teaching, research and educational experience. His major areas of research interest include Hydraulic structures, Fluvial Hydraulics, application of soft computing in water resources engineering, and urban flood. He has taught Hydrology, Open Channel flow, Flow through porous media and Fluvial Hydraulics. He is life member of Institution of Engineers (IE.) and Indian society of hydraulics (ISH). He has authored numerous technical papers in various National, International journals/ Conferences. He is also involved in various consultancy and research projects.

DEPARTMENT_STAFF.KEY_PUBLICATION

Publication

International Journals (Refreed):

1.        Hussain, A., Ahmad, Z., Asawa, G. L., (2010). Discharge characteristics of sharp-    crested circular   side orifices in open channels. Journal of Flow Measurement and Instrumentation. Elsevier 21(3), 418-24.

2.          Hussain, A., Ahmad, Z., Asawa, G. L. (2011). Flow through sharp-crested square side orifices under free flow in open channels. Journal of Agricultural Water Management. Elsevier 98(10), 1536-1544.

3.          Hussain, A., Ahmad, Z., Asawa, G. L. (2012). Flow through side square orifices in       open channels. ISH journal of Hydraulic Engg. Taylor & Francis. 17(SP 1), 12-22.

4.       D Khan, A Hussain, Z Ahmad (2013). Energy dissipation of skimming flow over stepped   spillway. Dam Engineering, International water power and dam construction. XXIII (4), 187-206.

5.       Hussain, A., Ahmad, Z., Ojha, C.S.P. (2014). Analysis of flow through lateral     rectangular orifices in open channels. Journal of Flow Measurement and Instrumentation. Elsevier 36(10), 32-35.

6.           Hussain, S., Hussain A., Ahmad, Z. (2014). Discharge characteristics of orifice             spillway under oblique approach flow. Journal of Flow Measurement and Instrumentation. Elsevier 39(3), 09-18.

7.           Hashid, M., Hussain A., Ahmad, Z. (2015), Discharge characteristics of lateral circular intakes in open channel flow. Flow Measurement and Instrumentation, Elsevier 2015, 46, 87-92.

8.           Hussain, A., Khan, D. (2015), Non-Linear Predictive Model for Scour Downstream of a Block ramp using Support Vector Machines. Dam Engineering, International water power and Dam construction. 2015, Vol 26 (2), 1-15.

9.           Hussain, A., Ahmad, Z., Ojha, C.S.P. (2016). Flow through lateral circular orifice         under free and submerged flow conditions. Journal of Flow Measurement and Instrumentation, Elsevier 36 (10), 32-35.
10.        Shariq, A., Hussain, A. and Ansari, M. A., (2018). Lateral Flow Through The                         Sharp              Crested Side Rectangular Weirs in Open Channels. Flow        Measurement and Instrumentation, Elsevier, Vol. 59; 8-17. ISSN:0955-5986
11.      Hussain, A. and Haroon, A., (2019). Numerical analysis for free flow through side rectangular orifice in an open channel. ISH journal of Hydraulic Engg. Taylor & Francis. https://doi.org/10.1080/09715010.2019.1648220. ISSN:0971-5010

12.     Ansari, M. A., Hussain, A., Shariq, A., and Alam, F., (2019). Experimental and numerical studies for estimating coefficient of discharge of side compound weir. Canadian Journal of Civil Engineering. https://doi.org/10.1139/cjce-2017-0419.ISSN:0315-1468

13.        Shariq, A., Hussain, A. and Ahmad Z. (2020). Discharge equation for the gabion weir under through flow condition. Flow Measurement and Instrumentation, Elsevier, Vol. 74; 101769. 8-17. DOI: 10.1016/j.flowmeasinst.2020.101769

14.        Ansari, M. F., Hussain, A. and Ansari, M. A., (2020). Experimental studies and model development of flow over arched labyrinth weirs using GMDH methods.. Journal of Applied Water Engineering and Research, Taylor & Francis. https://doi.org/10.1080/234249676.2020.1799443.

15.      Hashid, M., Hussain A., Ahmad, Z. (2021). Critical submergence for sised circular intake
in an open channel flow. Journal of Hydraulic Research, Taylor & Francis. 59:1, 136-147. https://doi.org/10.1080/00221686.2020.1744749.

16.      Faisal A, Mujib A A, Ajmal H, Jahangeer J. (2021). “Model development for estimation of sediment removal efficiency of settling basins using group method of data handling.” Journal of Irrigation and Drainage Engineering, 147(2): 04020043.

DEPARTMENT_STAFF.STUDY_MATERIAL

LIST	Download	UPLOADED DATE
Regimes of flow_CE 613		03/10/2017
Reservoir Engineering		25/09/2017
CE 219 First unit		07/03/2017
CE 219 GWH		09/05/2016
CE 219 Hydrographs		09/05/2016
CE 483 (Upto Mid Sem)		11/03/2016
Precipitation		07/03/2016
Evaporation		06/03/2016
CEC 2190 study material		31/03/2020
CEC 2190 Evaporation and Transpiration		31/03/2020
CEC 3190 Profile finding and computation of GVF		31/03/2020
CEC 6080 Prediction of Regimes of Flow		31/03/2020
Assignment CEC 6080 (Fluvial Hydraulics)_1		06/04/2020
CEC 2190 Hydroloy Assignment_1		06/04/2020
Mean Precipitation over an area		12/04/2020
RVF_Hydraulic Jump		13/05/2020