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    Discussion of “Hydraulic Geometry Relations for Stable Channel Design” by Hossein Afzalimehr, Mohammad Abdolhosseini, and Vijay P. Singh 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 002
    Author(s): Jahanshir Mohammadzadeh-Habili
    Publisher: American Society of Civil Engineers
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    Development of the Green-Ampt Infiltration Rate Model and Relationship of the GA Model Parameters with Soil Hydraulic Parameters 

    Source: Journal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 011:;page 04021033-1
    Author(s): Jahanshir Mohammadzadeh-Habili; Davar Khalili
    Publisher: ASCE
    Abstract: In the Green-Ampt model, the infiltration rate is indirectly related to time via the intermediate term of cumulative infiltration depth. In the present study, the direct theoretical relationship between the infiltration ...
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    New Empirical Method for Prediction of Sediment Distribution in Reservoirs 

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 010
    Author(s): Jahanshir Mohammadzadeh-Habili; Manouchehr Heidarpour
    Publisher: American Society of Civil Engineers
    Abstract: When a dam is constructed on a river to store water, sediments transported by the water flow are also stored and reservoir capacity is gradually reduced by sediment accumulation. Prediction of sediment distribution in ...
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    Discussion of “Turbulence Modeling of Flows over Circular Spillways” by Rahim Tadayon and Amruthur S. Ramamurthy 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): Jahanshir Mohammadzadeh-Habili; Manouchehr Heidarpour
    Publisher: American Society of Civil Engineers
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    Discussion of “Numerical Simulation of Flow over a Semicylinder Weir” by Mevlut Sami Akoz, Veysel Gumus, and Mehmet Salih Kirkgoz 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Jahanshir Mohammadzadeh-Habili; Manouchehr Heidarpour
    Publisher: American Society of Civil Engineers
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    Discussion of “Discharge Coefficient of Circular-Crested Weirs Based on a Combination of Flow around a Cylinder and Circulation” by Abdorreza Kabiri-Samani and Sara Bagheri 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Jahanshir Mohammadzadeh-Habili; Manouchehr Heidarpour
    Publisher: American Society of Civil Engineers
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    Assessment of Artificial Recharge Dams and Improvement of Their Groundwater-Recharge Capacity 

    Source: Journal of Hydrologic Engineering:;2020:;Volume ( 025 ):;issue: 005
    Author(s): Jahanshir Mohammadzadeh-Habili; Davar Khalili
    Publisher: ASCE
    Abstract: Construction of recharge dams across highly permeable beds of alluvial streams is one of the most important techniques used for artificial groundwater recharge from muddy surface runoffs. To assess recharge dams, the Meymand ...
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    Derivation of Reservoir’s Area-Capacity Equations 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 009
    Author(s): Jahanshir Mohammadzadeh-Habili; Manouchehr Heidarpour; Sayed-Farhad Mousavi; Amir H. Haghiabi
    Publisher: American Society of Civil Engineers
    Abstract: Area-capacity curves are usually used for reservoir flood routing, reservoir operation, determination of water surface area, and capacity corresponding to each elevation, reservoir classification, and reservoir sediment ...
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