HYDROCALC HYDRAULICS FREE DOWNLOAD
Minimum Froude number and minimum permissible velocity using the Shields criterion Time of concentration Water balance using catchment wetting Water-surface profiles 2 Specific weight of sediments by Lane-Koelzer
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HydroCalc PRO - Netafim
Normal and critical depth in a prismatic channel Geodistance between two coordinate locations Rating curve in a prismatic channel using the Manning equation Flood hydrograph by convolution Specific weight of sediments by Lane-Koelzer Energy loss in a hydraulic jump based on sequent depths. Inherently stable channel Gumbel method yr Pier local scour using Jain and Fisher's equation A.

Fall velocity of a spherical sediment particle DO sag curve Bridge scour using the HEC formula The form submission failed. S 1 water-surface profile Hydro-CD Product Overview This package includes four easy-to-use programs with accurate and widely-accepted methods of analyzing channels and culverts: Longitudinal distance along hydrlcalc given latitude Normal depth in a prismatic channel using the Chezy equation.
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M 1 water-surface profile WES spillway [Under construction - Do not use - ]. Normal depth in a partially full circular culvert Storage volume of a detention basin.
V-notch weir - fully contracted Muskingum-Cunge convergence ratios - practical. Pierre and Miquelon St.

Critical depth in a circular culvert or pipe Sediment yield by the Dendy and Bolton formula Kinematic wave applicability Cascade of linear reservoirs M 2 water-surface profile I would like to receive updates from Netafim. Netafim uses cookies to give you the best hydrocxlc on our website.
I accept the terms of the Netafim Privacy Policy. Unit hydrograph by the cascade of linear reservoirs Change in unit hydrograph duration hyvraulics S-hydrograph
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