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    Laboratory Measurements of Flow through Culverts 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Ehab A. Meselhe; Kirby Hebert
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory apparatus to simulate flow through culverts has been used to collect discharge and water level measurements. Two different shapes of culvert barrels, namely square and circular, were tested. The measurements ...
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    Stage–Discharge Relations for Low-Gradient Tidal Streams Using Data-Driven Models 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Emad H. Habib; Ehab A. Meselhe
    Publisher: American Society of Civil Engineers
    Abstract: Development of stage–discharge relationships for coastal low-gradient streams is a challenging task. Such relationships are highly nonlinear, nonunique, and often exhibit multiple loops. Conventional parametric regression ...
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    Simulation of Unsteady Flow in Irrigation Canals with Dry Bed 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author(s): Ehab A. Meselhe; Forrest M. Holly, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Water losses in irrigation systems are a major problem in arid countries. The losses are primarily due to inefficient irrigation systems and uncontrolled water delivery. Improving the irrigation‐management systems is ...
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    Estimation of Roughness Profile in Trapezoidal Open Channels 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author(s): Genadii A. Atanov; Elena G. Evseeva; Ehab A. Meselhe
    Publisher: American Society of Civil Engineers
    Abstract: In the well-known de Saint Venant equations, the bed roughness-coefficient cannot be measured directly and therefore needs to be estimated. The estimation process is referred to as “parameter identification,” which is a ...
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    Effect of Local Errors of Tipping-Bucket Rain Gauges on Rainfall-Runoff Simulations 

    Source: Journal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 006
    Author(s): Emad H. Habib; Ehab A. Meselhe; Ananda V. Aduvala
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the effect of local systematic and random errors of the commonly used tipping-bucket (TB) rain gauges on the accuracy of runoff predictions. A physically-based rainfall-runoff model is applied to ...
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