Compute flux - CNR-Engineering/PyTelTools GitHub Wiki
- load 2D Serafin file
- load file (shp or i2s file format) with a set of polylines
- select flux computation (and specify optional time sampling)
- export temporal fluxes
Conventions:
- polylines are numbered from the input file order starting at 1
- flux thourgh a cross-section is positive if it is designed from left to right bank (ie. cross-section normal vector is oriented at 90° of the original cross-section in the anticlockwise direction)
Depending on variables which are in input Serafin files, following flux computations are available:
(X, Y) Vector field | Heigth | Scalar | Result | Unit |
---|---|---|---|---|
- | H | - | Cross sectional area | m² |
(U, V) | H | - | Liquid flux | m³/s |
(I, J) | - | - | ||
- | H | M | ||
- | - | Q | ||
(QSX, QSY) | - | - | Total solid flux | m³/s |
- | - | QS | ||
- | - | QS CLASS * | ||
(QSBLX, QSBLY) | - | - | Bed load solid flux | m³/s |
- | - | QSBL | ||
- | - | QS BEDLOAD CL* | ||
(QSSUSPX, QSSUPY) | - | - | Suspension solid flux | m³/s |
- | - | QSSUSP | ||
- | - | QS SUSP. CL* | ||
(U, V) | H | T | Solid flux | kg/s |
ℹ️ Solid fluxes are also expressed in m3/s and correspond to the volume of solids (i.e. without void).
⚠️ Some solid flux computations might correspond to the maximum sediment transport capacity. Therefore beware of the meaning of the variables which are used for the flux computation.