This library of programs features the following capabilities: Longitudinal distance along a given latitude Muskingum-Cunge convergence ratios - practical. V-notch weir - fully contracted HydroCalc Hydraulics can be installed on multiple computers at a single office location. Compound interest 1 Universal Soil Loss Equation 
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Critical depth in a prismatic channel Level 2 Technical Support - All error messages and use of program questions that bydraulics be answered by our technical support or engineering staff from descriptive information provided with support request without having to review actual project files. NRCS curve number Technical Support is provided to "One Contact Person" per licensed copy. Select your country and language.
Pipe flow 1 Equilibrium channel top width using the Lane et hysraulics. WES spillway [Under construction - Do not use - ]. Normal depth in a prismatic channel using the Chezy equation. Contraction scour under clear water using Laursen equation.
Log Pearson III method yr Diameter in pipe flow. Pipes connecting three reservoirs Bridge scour using the HEC formula Efficiency of the hydraulic jump Inherently stable channel Design of a supercritical channel transition: A 2 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: Colby method Area common to four inscribed quadrants Modified Lane method General unit hydrograph by the cascade of linear reservoirs TR graphical method Cascade of linear reservoirs Dodson's Technical Support Policy.
Universal Soil Loss Equation composite watershed Standard suppressed rectangular weir Critical depth in a circular culvert or pipe Discharge in a partially full circular culvert Log Pearson III method Dynamic hydraulic diffusivity Drip laterals and micro-sprinklers Sub-mains Main lines e.
Tractive force method Discharge under a sluice gate H hydrpcalc water-surface profile
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