Calculations:
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The Hydraulic Simulation Modeling computes hydraulic heads at junctions and flow rates through pipes for a fixed set of reservoir levels, tank levels, and water demands over a succession of points in time. From one time step to the next reservoir levels and junction demands are updated according to their prescribed time patterns while tank levels are updated using the current flow solution. The solution for heads and flows at a particular point in time involves solving simultaneously the conservation of flow equation for each junction and the Headloss relationship across each link in the network. |
This process, known as hydraulically balancing the network, requires using an iterative technique to solve the nonlinear equations involved. * Shorter time steps than normal will occur automatically whenever one of the following events occurs: - the next output reporting time period occurs - the next time pattern period occurs - a tank becomes empty or full - a control is activated. |
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Hazen-Williams Headloss Formula: Darcy-Weisbach Formula |
Chezy-Manning Formula |
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HydrauliCAD™ Mission Statement: |
For Project Administrators (bosses): Put HydrauliCAD to Work - Right Out of the Box |
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As an Authorized AutoCAD Developer, we decided to follow the very highest of several optional programming levels suggested by AutoCAD. |
ALL Hydraulic Data is Stored Within the Single AutoCAD Drawing File: |
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Selection Sets can be Saved: The HydrauliCAD Quick Select tool: |
Transfer User Settings into New Drawings:
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Windows 7 - Vista - XP
64 or 32 Bit

Up To 2011
Civil 3D, Map, Mechanical and
Architectural and Plain AutoCAD