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    Editorial 

    Source: Journal of Computing in Civil Engineering:;1990:;Volume ( 004 ):;issue: 003
    Author(s): Nadim M. Aziz
    Publisher: American Society of Civil Engineers
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    Error Estimate in Einstein's Suspended Sediment Load Method 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Nadim M. Aziz
    Publisher: American Society of Civil Engineers
    Abstract: Computation of suspended sediment load in open channels relies on the integration of the product of the suspended sediment concentrations and the fluid velocity profile. Sediment in the flow, however, travels at a lower ...
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    An Experimental Investigation of Cross-Flow Turbine Efficiency 

    Source: Journal of Fluids Engineering:;1994:;volume( 116 ):;issue: 003:;page 545
    Author(s): Venkappayya R. Desai; Nadim M. Aziz
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An experimental investigation was conducted to study the effect of some geometric parameters on the efficiency of the cross-flow turbine. Turbine models were constructed with three different ...
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    Retardation of Dredged Material Leachate in Foundation Soils 

    Source: Journal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): Paul R. Schroeder; Nadim M. Aziz
    Publisher: American Society of Civil Engineers
    Abstract: Contaminated dredged material is often placed in confined disposal facilities (CDFs) designed and managed to control environmental impacts of the disposed sediment. This note presents equations for use in a screening ...
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    Closure to “<i>Sediment Transport in Shallow Flows</i>” by Nadim M. Aziz and Shyam N. Prasad (October, 1985, Vol. 111, No. 10) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Nadim M. Aziz; Shyam N. Prasad
    Publisher: American Society of Civil Engineers
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    Sediment Transport in Shallow Flows 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 010
    Author(s): Nadim M. Aziz; Shyam N. Prasad
    Publisher: American Society of Civil Engineers
    Abstract: The sediment transport problem in shallow flows, such as furrow flows, in the upper flow regime is formulated based upon continuum mechanics principles. Considering the dynamics of the water flow as well as the dynamics ...
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    Leachate Dispersion in Aquifers under Disposal Facilities 

    Source: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2004:;Volume ( 008 ):;issue: 003
    Author(s): Paul R. Schroeder; Nadim M. Aziz
    Publisher: American Society of Civil Engineers
    Abstract: Contaminated dredged material is often placed in confined disposal facilities (CDFs) designed and operated to control environmental impacts of the disposed sediment. A CDF is a diked enclosure having structures that retain ...
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    Contaminant Leaching Model for Dredged Material Disposal Facilities 

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Paul R. Schroeder; Nadim M. Aziz
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the hydrologic evaluation of leachate production and quality model, a screening-level tool to simulate contaminant leaching from a confined disposal facility (CDF) for dredged material. The model ...
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    Refinement of Cross‐Flow Turbine Design Parameters 

    Source: Journal of Energy Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Hara G. S. Totapally; Nadim M. Aziz
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses experiments that were conducted to refine some of the key cross‐flow turbine runner parameters for better performance. The parameters studied were identified by previous studies as key design parameters. ...
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    Frequency of Discharge Causing Abutment Scour in South Carolina 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Khaldoun M. Shatanawi; Nadim M. Aziz; Abdul A. Khan
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this study is to evaluate the adequacy of the
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