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    Localization and Quantification of Blockages in Water Distribution Networks Using a Mathematical Model 

    Source: Journal of Water Resources Planning and Management:;2024:;Volume ( 150 ):;issue: 005:;page 04024011-1
    Author(s): Reza Moasheri; Mohammadreza Jalili Ghazizadeh
    Publisher: ASCE
    Abstract: Blockage, which arises from accumulated materials like sand, stones, sediment, uncontrolled growth of tree roots within pipes, and the inadvertent partial closure of in-line valves, poses a pervasive challenge in the ...
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    Steady-State Hydraulic Analysis Based on Cellular Automata Using a Parallel Paradigm 

    Source: Journal of Water Resources Planning and Management:;2022:;Volume ( 148 ):;issue: 011:;page 04022062
    Author(s): Azim Farghadan; Morteza Saheb Zamani; Mohammadreza Jalili Ghazizadeh
    Publisher: ASCE
    Abstract: Analysis of water distribution networks (WDNs) is considered to be indispensable for water supply design. Over the last decades, several methods have been developed to formulate and solve the steady-state hydraulic analysis ...
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    Design of District Metered Areas for Existing Water Distribution Networks 

    Source: Journal of Pipeline Systems Engineering and Practice:;2024:;Volume ( 015 ):;issue: 002:;page 04024006-1
    Author(s): Mohammad Kakeshpour; Mohammadreza Jalili Ghazizadeh; Seyed Abbas Hosseini; Ahmad Sharafati
    Publisher: ASCE
    Abstract: The management and operation of water distribution networks (WDNs) by establishing district metered areas (DMAs), especially in existing and old WDNs, has many advantages, including water leakage control, ease of operation, ...
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    Characteristics of Water Surface Profile over Rectangular Side Weir for Supercritical Flows 

    Source: Journal of Irrigation and Drainage Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021011-1
    Author(s): Mohammadreza Jalili Ghazizadeh; Hamideh Fallahi; Ebrahim Jabbari
    Publisher: ASCE
    Abstract: The supercritical flow over a side weir is a type of spatially varied flow with decreasing discharge. Most studies of side weir flows are limited to the estimation of the discharge coefficients, and less attention has been ...
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    Choosing the Best Algorithm for Optimum Locating and Adjustment of Pressure-Reducing Valves in Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;2024:;Volume ( 150 ):;issue: 008:;page 04024029-1
    Author(s): Mohammad Kakeshpour; Mohammadreza Jalili Ghazizadeh; Seyed Abbas Hosseini; Ahmad Sharafati
    Publisher: American Society of Civil Engineers
    Abstract: The high pressure of water distribution networks (WDNs) increases leakage, bursts, and water consumption. Pressure-reducing valves (PRVs) are widely used in WDNs because of their flexibility and effectiveness in pressure ...
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