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Binary file modified docs/OtherSupporting/OutListParameters.xlsx
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2 changes: 1 addition & 1 deletion docs/source/user/aerodyn/examples/NodalOutputs.txt
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Expand Up @@ -41,7 +41,7 @@ END of input file (the word "END" must appear in the first 3 columns of this las
"Clrnc" - Tower clearance at each node (based on the absolute distance to the nearest point in the tower from blade node B#N# minus the local tower radius, in the deflected configuration); please note that this clearance is only approximate because the calculation assumes that the blade is a line with no volume (however, the calculation does use the local tower radius); when blade node B#N# is above the tower top (or below the tower base), the absolute distance to the tower top (or base) minus the local tower radius, in the deflected configuration, is output
"Vx" - Local axial velocity
"Vy" - Local tangential velocity
"GeomPhi" - Geometric phi? If phi was solved using normal BEMT equations, GeomPhi = 1; otherwise, if it was solved geometrically, GeomPhi = 0.
"GeomPhi" - Geometric phi? If phi was solved using normal BEMT equations, GeomPhi = 0; otherwise, if it was solved geometrically, GeomPhi = 1.
"Chi" - Skew angle (used in skewed wake correction) -- not available for OLAF
"UA_Flag" - Flag indicating if UA is turned on for this node. -- not available for OLAF
"CpMin" - Pressure coefficient
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1 change: 0 additions & 1 deletion docs/source/user/hydrodyn/index.rst
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Expand Up @@ -37,7 +37,6 @@ of HydroDyn.
- :download:`Implementation Plan - 2nd-order Forces Within HydroDyn <../../../OtherSupporting/HydroDyn/HydroDyn_2ndOrderForces_Plan.pdf>`
- :download:`Implementation Plan - 2nd-order Wave Kinematics Within HydroDyn <../../../OtherSupporting/HydroDyn/WAVE2_document.pdf>`
- :download:`Plan for Adding Wave Stretching to HydroDyn <../../../OtherSupporting/HydroDyn/HydroDyn_WaveStretching_Plan.docx>`
- :download:`Breaking Wave Modeling Approach for FAST <../../../OtherSupporting/HydroDyn/Breaking_Wave_Modeling_Approach_for_FAST.docx>`


HydroDyn allows for multiple approaches for calculating the hydrodynamic
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2 changes: 1 addition & 1 deletion openfast_io/openfast_io/FAST_vars_out.py
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Expand Up @@ -9328,7 +9328,7 @@
AeroDyn_Nodes['Ft'] = False # (N/m); Tangential force (to chord) per unit length at each node - Negative along ya!; airfoil coordinate system
AeroDyn_Nodes['Gam'] = False # (m^2/s); Gamma -- circulation on blade; about za, airfoil coordinate system
AeroDyn_Nodes['Clrnc'] = False # (m); Tower clearance at each node (based on the absolute distance to the nearest point in the tower from blade node B#N# minus the local tower radius, in the deflected configuration); please note that this clearance is only approximate because the calculation assumes that the blade is a line with no volume (however, the calculation does use the local tower radius); when blade node B#N# is above the tower top (or below the tower base), the absolute distance to the tower top (or base) minus the local tower radius, in the deflected configuration, is output;
AeroDyn_Nodes['GeomPhi'] = False # (1/0); Geometric phi? If phi was solved using normal BEMT equations, GeomPhi = 1; otherwise, if it was solved geometrically, GeomPhi = 0.;
AeroDyn_Nodes['GeomPhi'] = False # (1/0); Geometric phi? If phi was solved using normal BEMT equations, GeomPhi = 0; otherwise, if it was solved geometrically, GeomPhi = 1.;
AeroDyn_Nodes['Chi'] = False # (deg); Skew angle (used in skewed wake correction);
AeroDyn_Nodes['UA_Flag'] = False # (-); Flag indicating if UA is turned on for this node.;
AeroDyn_Nodes['UA_x1'] = False # (rad); time-history of wake vorticity contributing to effective angle of attack;
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