Hydraulics and Waterworks Calc.|生產應用線上App不用買-HotApp4Game

- Hydraulics & Waterworks Calc. contains 94 Calculators to calculate different Hydraulics, Water-Works and Civil Engineering parameters. - Available in Imperial (USCS) and Metric (SI) Units. - Compatible with iPad and iPhones. - Usefulf for designing Irrigation,Drainage systems,Reservoirs,Navigational Waterways,Flood Control,Dams & Water Distribution.App contains following 94 Calculators:Capillary RiseViscosityKinematic ViscosityHydrostatic Pressure - Submerged Curved SurfacePressure HeadVelocity HeadTrue Velocity HeadSpecific Energy HeadHead Loss (Bernoulli Equation)Total Energy - Elemental Volume of FluidTotal Head of Flowing FluidAverage Velocity of FlowSummation of all Forces (X direction)Froude NumberReynolds NumberWeber NumberHead Loss due to FrictionHead Loss due to Friction (Darcy-Weisbach Formula)Chezy VelocityChezy CoefficientManning Flow VelocityManning Flow Velocity using Pipe DiameterFlow Rate (Manning Formula)Head Loss due to Friction (Manning Formula)Pipe Diameter (Manning Formula)Mean Flow Velocity (Hazen-Williams Equation)Mean Flow Velocity - Pipes Flowing Full (Hazen-Williams Equation)Fluid Flow Rate (Hazen-Williams Equation)Head Loss due to Friction (Hazen-Williams Equation)Pipe Diameter (Hazen-Williams Equation)Head Loss across a sudden enlargement of Pipe Diameter (Bernoulli Equation)Head Loss across a sudden enlargement of Pipe Diameter (Archer Equation)Head Loss due to Gradual Conical EnlargementHead Loss across a sudden contraction of PipeHead Loss across a sudden contraction of Pipe (Brightmore Equation)Head Loss - Pipe FittingsLoss CoefficientOrifice Flow RateCoefficient of ContractionInitial Velocity of Fluid JetsGage Pressure at Tube Entrance (Conical Tubes)Velocity of Wave in a Pipe (Water Hammer)Internal Pressure in PipeStress on Pipe MaterialSection FactorCritical Depth of Flow - Open Channel FlowForce - Hydraulic JumpRate of Change of Momentum - Hydraulic JumpHead Loss - Hydraulic JumpStress on Pipe due to Temperature ChangeMovement in Length of Pipe due to Temperature ChangeResultant Force on Bend in PipeElevation Difference between Headwater and Tailwater (Entrance and Exit Submerged)Velocity of Flow in Culvert (Entrance and Exit Submerged)Elevation Difference between Headwater and Tailwater (Entrance Submerged/Unsubmerged & Free Exit)Velocity of Flow in Culvert (Entrance Submerged/Unsubmerged & Free Exit)Flow Rate - Open Channel FlowAverage Velocity - Rectangular ChannelsCritical Depth - Rectangular ChannelsFlow Rate - Rectangular ChannelsDischarge of Fluid per Unit Length - Rectangular ChannelsMinimum Specific Energy - Rectangular ChannelsAverage Velocity - Triangular ChannelsCritical Depth - Triangular ChannelsFlow Rate - Triangular ChannelsAverage Velocity - Parabolic ChannelsCritical Depth - Parabolic ChannelsFlow Rate - Parabolic ChannelsAverage Velocity - Trapezoidal ChannelsCritical Depth - Trapezoidal ChannelsFlow Rate - Trapezoidal ChannelsMinimum Specific Energy - Trapezoidal ChannelsArea of Cross Section - Circular ChannelsCritical Depth - Circular ChannelsTop Width - Circular ChannelsFlow Rate - Circular ChannelsFlow Rate - Rectangular WeirFlow Rate - Triangular Weir (Notch Angle of 90 degrees)Flow Rate - Triangular Weir (Notch Angle of 60 degrees)Flow Rate - Triangular Weir (Notch Angle of 30 degrees)Flow Rate - Trapezoidal WeirFlow Rate - Broad Crested WeirQuantity of Sediment transported as Bed Load (Schoklitsch Formula)Evaporation Rate (Meyer Equation)Wind FactorPeak Discharge (Rational Formula)Rainfall Intensity (Steel Formula)Flow Rate - Groundwater (Darcy's Law)Fire Demand RateFlow Rate - Gravity Well (Dupuit Formula)Flow Rate - Artesian WellEconomic Pipe DiameterFlow Rate - Venturi Flow MeterPower obtained from Water Flow- Uses either ( . ) dot or ( , ) comma as decimal separator, based on regional settings of the device.