flow FX - FREE

flow FX excel give you a suite of circular pipe open channel flow inbuilt functions.  

The functions cover 15 key areas.

flow FX has your bases covered

• = Minimum_Flow(Size, Gradient, Ks, Velocity) to calculate minimum flow required in pipe to achieve a particular velocity
• = Velocity_Depth(Size, Gradient, Ks, Flow_Depth) to calculate the velocity of flow given flow depth
• = Hydraulic_Gradient(Size, Flow_Depth, Flow, Ks) to calculate the hydraulic gradient of flow outputs for gradient of say of 1 in 255, 255 etc
• = Fullbore_Flow(Size, Gradient, Ks) to calculate pipe full flow
• = Velocity_Flow(Size, Gradient, Flow, Ks) to calculate the velocity of the flow for a given flow
• = w(Size, Flow_Depth) to calculate the wetted perimeter for a given flow depth
• = m(Size, Flow_Depth) to calculate the hydraulic radius for a given flow depth
• = Flow_Area(Size, Flow_Depth) to calculate the flow area for a given flow depth
• = Flow_Width(Size, Flow_Depth) to calculate the flow width for a given flow depth
• = Critical_Depth(Size, Flow) to calculate the critical depth
• = Normal_Depth(Size, Flow, Gradient, Ks) to calculate the normal depth of flow using Colebrook-White
• = Self_Cleansing_Gradient(Size, Minimum_Flow_Value, Achievable_Velocity, Ks) to calculate the slackest gradient required to achieve given velocity
• = Minimum_Gradient(Size, Minimum_Flow_Value, Maximum_Flow_Value, Velocity, Ks) to calculate the slackest gradient to achieve given velocity and open channel flow
• = Direct_Step(Size, Flow, Gradient!, Ks, Initial_Depth!, Distance!) for implementation of the direct step method
• = Friction(Flow, Size, Ks, Length) to calculate the friction loss in a pipe