Hydraulic CALC

Hydraulic CALC

Version Information : 2.ninety

❚ ABOUT

This software was developed primarily to present a swift entry to a variety of formulation, theories and coefficients related to hydraulics for civil engineers, especially working in the field of water provide and sewage system.

Every single formulation in the program was employed with meticulous care, however as errors might exist, subsequent examinations are beneficial.

The accuracy of the program will be regularly up to date as nicely as the sorts of formulas supplied.

❚ SUPPORT FORMULA LIST

ninety six GENERAL

- flow section property : round / rectangular / trapezoidal / triangular / parabolic

- hydraulic radius, diameter

- reynolds, froude, weber, mach, euler number

- continuity equation

- bernoulli equation

- specific weight

- density

- dynamic viscosity

- kinematic viscosity

- particular gravity

- roughness peak

- modulus of elasticity of material

▶ OPEN CHANNEL FLOW

- hydraulic imply depth

- manning formula : round / rectangular / trapezoidal / triangular / parabolic

- ref : manning roughness coefficient

- regular depth : circular / rectangular / trapezoidal / triangular / parabolic

- kutter formulation : round / rectangular / trapezoidal / triangular / parabolic

- critical depth : circular / rectangular / trapezoidal / triangular / parabolic

- hydraulic leap

▶ PIPE FLOW

- entry size

- hazen–williams equation

- ref : hazen williams roughness coefficient

- darcy weisbach equation

- darcy friction issue : laminar move

- darcy friction factor : turbulent flow : colebrook white equation

- darcy friction issue : turbulent flow : swamee jain equation

- darcy friction issue : turbulent circulate : alternatively

- minor loss : entrance

- minor loss : submerged discharge

- minor loss : sudden contraction / sudden enlargement

- minor loss : gradual contraction / gradual enlargement

- minor loss : bending / elbow

- ref : elbow loss coefficient

- minor loss : valve

- ref : valve loss coefficient

- discharge in parallel pipes

- equivalent length of pipe

- water hammer : wave journey time

- water hammer : pace of strain wave

- water hammer : sudden closure, gradual closure

▶ WEIR/ORIFICE/PUMP

- weir : rectangular : full width

- weir : rectangular : facet contractions

- weir : rectangular : francis formula

- weir : cipoletti : discharge, head

- weir : triangular

- weir : triangular : kindsvater-shen equation

- weir : broad crested

- aspect overflow weir : discharge / head

- orifice : velocity / head

- massive rectangular orifice

- time to empty tank

- underflow gates

- pump : stress to head

- pump : mass flow to volumetric flow

- pump : net constructive suction head : head

- pump : web optimistic suction head : strain

- pump : head / power / torque / temperature rise

- pump : particular velocity at BEP

ninety six HYDROLOGY

- rational technique : peak discharge

- ref : runoff coefficient

- time of focus : US FAA

- time of focus : kinematic wave

- ref : manning overland circulate roughness coefficient

- time of concentration : kerby

- ref : kerby retardance coefficient

- time of concentration : kirpich

- ref : kirpich adjustment issue

- time of focus : izzard

- ref : izzard retardance issue

❚ CONTACT US

E-mail : [email protected]

Please ship me any opinions, bug stories or recommendations about this software.

Those will be mirrored in the following updates.