Hydraulic CALC pro v2.30 [Paid] APK is Here ! [Latest]

Hydraulic CALC pro

Hydraulic CALC pro

This application was developed mainly to provide a swift access to a variety of formulas, theories and coefficients related to hydraulics for civil engineers, especially working in the field of water supply and sewage system. This is a PRO version of Hydraulic CALC, which is a free application.

โš SUPPORT FORMULA LIST
โ–ถ GENERAL
โ€“ flow section property : circular / rectangular / trapezoidal / triangular / parabolic
โ€“ hydraulic radius, diameter
โ€“ reynolds, froude, weber, mach, euler number
โ€“ continuity equation
โ€“ bernoulli equation
โ€“ specific weight
โ€“ density
โ€“ dynamic viscosity
โ€“ kinematic viscosity
โ€“ surface tension
โ€“ modulus of elasticity
โ€“ vapor pressure
โ€“ enthalpy of vaporization
โ€“ specific heat
โ€“ thermal conductivity
โ€“ prandtl number
โ€“ volume expansion coefficient
โ€“ sound speed
โ€“ bulk modulus
โ€“ specific gravity
โ€“ roughness height
โ€“ modulus of elasticity of material

โ–ถ OPEN CHANNEL FLOW
โ€“ hydraulic mean depth
โ€“ manning formula : circular / rectangular / trapezoidal / triangular / parabolic
โ€“ ref : manning roughness coefficient
โ€“ normal depth : circular / rectangular / trapezoidal / triangular / parabolic
โ€“ kutter formula : circular / rectangular / trapezoidal / triangular / parabolic
โ€“ critical depth : circular / rectangular / trapezoidal / triangular / parabolic
โ€“ hydraulic jump

โ–ถ PIPE FLOW
โ€“ entry length
โ€“ hazenโ€“williams equation
โ€“ ref : hazenโ€“williams roughness coefficient
โ€“ darcyโ€“weisbach equation
โ€“ darcy friction factor : laminar flow
โ€“ darcy friction factor : turbulent flow : colebrookโ€“white equation
โ€“ darcy friction factor : turbulent flow : swameeโ€“jain equation
โ€“ darcy friction factor : turbulent flow : alternatively
โ€“ minor loss : entrance
โ€“ minor loss : submerged discharge
โ€“ minor loss : sudden contraction / sudden expansion
โ€“ minor loss : gradual contraction / gradual expansion
โ€“ minor loss : bending / elbow
โ€“ ref : elbow loss coefficient
โ€“ minor loss : valve
โ€“ ref : valve loss coefficient
โ€“ discharge in parallel pipes
โ€“ equivalent length of pipe
โ€“ water hammer : wave travel time
โ€“ water hammer : speed of pressure wave
โ€“ water hammer : sudden closure, gradual closure

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โ–ถ WEIR/ORIFICE/PUMP
โ€“ weir : rectangular : full width
โ€“ weir : rectangular : side contractions
โ€“ weir : rectangular : francis formula
โ€“ weir : cipoletti : discharge, head
โ€“ weir : triangular
โ€“ weir : triangular : kindsvater-shen equation
โ€“ weir : broad crested
โ€“ side overflow weir : discharge / head
โ€“ orifice : velocity / head
โ€“ large rectangular orifice
โ€“ underflow gates
โ€“ pump : pressure to head
โ€“ pump : mass flow to volumetric flow
โ€“ pump : net positive suction head : head
โ€“ pump : net positive suction head : pressure
โ€“ pump : head / power / torque / temperature rise
โ€“ pump : specific speed at BEP

โ–ถ HYDROLOGY
โ€“ rational method : peak discharge
โ€“ ref : runoff coefficient
โ€“ time of concentration : US FAA
โ€“ time of concentration : kinematic wave
โ€“ ref : manning overland flow roughness coefficient
โ€“ time of concentration : kerby
โ€“ ref : kerby retardance coefficient
โ€“ time of concentration : kirpich
โ€“ ref : kirpich adjustment factor
โ€“ time of concentration : izzard
โ€“ ref : izzard retardance factor

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