SIC^2: Simulation and Integration of Control for Canals
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Unit 2 - Steady flow
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Unit 2 - Steady flow
Cross structure equations
Cross structure equations
CEM88(D) : Weir / Orifice (high sill elevation)
CEM88(V) : Weir / Undershot gate (small sill elevation)
CEM02(V) et CEM02(D) : Trapezoidal sills and gates
Unit 2 - Steady flow
Equation at a singular section
Equation at a singular section
Regulator
Introduction
Offtake equations
Offtake equations
Offtake downstream conditions
Equation of gradually varied flow in a reach
Numerical methods
Numerical methods
Recapitulation of the Newton’s method
Resolution of the water surface profile equation
Computation of the critical depth
Computation at a singular section
Computation of the offtake opening
Differential equation of the water surface profile
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General presentation of EdiSIC
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Control SIC from other programs (Batch mode)
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Unit 1 - Topology - Geometry
Unit 2 - Steady flow
Unit 3 - Unsteady flow
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Cross structure equations
Equation at a singular section
Offtake equations
Numerical methods
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Calculs hydrauliques avec Cassiopée
Hydraulic calculations with Cassiopée
Import geometry from a DTM or a geometer reading
Import de géométrie à partir d’un MNT ou d’un relevé de géomètre
Import geometry from Mike 11 file
SIC^2: Simulation and Integration of Control for Canals
Unit 2 - Steady flow