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Update 3_numerical.rst
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@@ -18,8 +18,8 @@ To obtain this map, one must numerically integrate the underlying dynamical syst
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\mathbf{x}(t_n)=\mathbf{x}_n\,,
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where :math:`\sigma = \pm1` selects forward or backward integration.
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During the time integration process, the algorithm frequently queries the flow velocity vector :math:`\bm{v}(\bm{x},t)` at specific locations and moments with very high precision.
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However, since the computational grid is inherently spatially discretized, high-order interpolation methods are required by the program to obtain a physically meaningful flow map.
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During the time integration process, the algorithm frequently queries the flow velocity vector :math:`\mathbf{v}(\mathbf{x},t)` at specific locations and moments with very high precision requirements.
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However, since the data grid is inherently spatially discretized, high-order interpolation methods are required by the program to keep numerical stability and obtain a physically meaningful flow map.
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Furthermore, when querying the velocity, special wall treatment must be applied at the boundaries to avoid value discontinuities and to represent certain real physical conditions.
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**Second-Order Runge-Kutta (RK2, Heun's)**
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Heun's method attains second-order accuracy by combining predictor and corrector slopes:
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Heun's ``RK2`` method attains second-order accuracy by combining predictor and corrector slopes:
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.. math::
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@@ -78,7 +78,7 @@ This scheme yields a global error of order :math:`O(\Delta t^2)` with two veloci
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**Classical Fourth-Order Runge-Kutta (RK4)**
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The classical RK4 method achieves fourth-order accuracy via four slope evaluations at intermediate points:
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The classical ``RK4`` method achieves fourth-order accuracy via four slope evaluations at intermediate points:
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.. math::
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