The Flow Resistance Factor Treated by the Maximum Entropy Principle
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An Improved Expression for a Classical Type of Explicit Approximation of the Colebrook White Equation with Only One Internal Iteration
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Numerical Investigation on 1D and 2D Embankment Dams Failure Due to Overtopping Flow
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Investigating the Effect of Relative Depth and Relative Roughness on Momentum Transfer in Symmetric Rectangular Compound Channels with Varius Relative Width
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High Accurate Explicit Solution for the Determination of Conduit Height
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Hydraulic Jump Model and Programming in Visual Basic
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Evaluation of Bed Load in a Gravel-Bed River
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Experimental Investigation of Influence of Vegetation on Flow Turbulence
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Empirical Relationship for Calculate Outflow Hydrograph of Embankment Dam Failure due to Overtopping Flow
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Optimization of the Designed Water Distribution System Using MATLAB
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Hydraulic Transients in Service Lines
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Sediment Exclusion from Water Systems Using a Coanda Effect Device
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Presenting a Mathematical Model for Estimating the Deep Percolation Due to Irrigation
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Impact of Unfavorable Pressure Gradient and Vegetation Bed on Flow
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Prediction of Flow Velocity Near Inclined Surfaces with Varying Roughness
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A Numerical Model for the Simulation of Water Recirculations in the Nador Lagoon (Morocco)
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Hydrodynamic Characterization of Draft Tube Flow of a Hydraulic Turbine
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Empirical Bed Load Transport Equations
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On Flow Resistance Due to Vegetation in a Gravel-Bed River
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Contribution of Form Friction to Total Friction Factor
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