Go to the source code of this file.
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subroutine | tassement_2 (NPOIN, DTS, ELAY, DZF_TASS, T2, LT, XMVS, XMVE, NOMBLAY, ES, CONC_VASE, MS_VASE, XWC, COEF_N, CONC_GEL, CONC_MAX) |
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◆ tassement_2()
subroutine tassement_2 |
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integer, intent(in) |
NPOIN, |
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double precision, intent(in) |
DTS, |
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type (bief_obj), intent(inout) |
ELAY, |
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type (bief_obj), intent(inout) |
DZF_TASS, |
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type (bief_obj), intent(inout) |
T2, |
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integer, intent(in) |
LT, |
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double precision, intent(in) |
XMVS, |
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double precision, intent(in) |
XMVE, |
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integer, intent(in) |
NOMBLAY, |
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double precision, dimension(npoin,nomblay), intent(inout) |
ES, |
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double precision, dimension(nomblay), intent(in) |
CONC_VASE, |
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double precision, dimension(npoin,nomblay), intent(inout) |
MS_VASE, |
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double precision, intent(in) |
XWC, |
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double precision, intent(in) |
COEF_N, |
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double precision, intent(in) |
CONC_GEL, |
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double precision, intent(in) |
CONC_MAX |
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- Parameters
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[in] | npoin | COEF_N Permeability coefficient |
[in] | CONC_GEL | Gel concentration |
[in] | CONC_MAX | Maximum concentration |
[in,out] | CONC_VASE | Mud concentration for each layer |
[in] | DTS | Time step for suspension |
[in] | DZF_TASS | Bed evolution due to consolidation |
[in,out] | ELAY | Thickness of each layer |
[in,out] | ES | Layer thicknesses as double precision |
[in] | GRAV | Gravity acceleration |
[in] | LT | Iteration |
[in,out] | MS_VASE | Mass of mud per layer (kg/m2) |
[in] | NOMBLAY | Number of layers for consolidation |
[in] | NPOIN | Number of points |
[in,out] | T2 | Work bief_obj structure |
[in] | XMVE | Water density |
[in] | XMVS | Sediment density |
[in] | XWC | Settling velocity |
[in] | ZF | Elevation of bottom |
Definition at line 8 of file tassement_2.f.