bootstrap compute_elastic_response compute_load_response_matrix elastic_displacement init LingleClarkSerial m_cx m_cy m_D m_dft_forward m_dft_inverse m_dx m_dy m_eta m_fftw_input m_fftw_output m_i0_offset m_include_elastic m_j0_offset m_load_density m_loadhat m_log m_lrm_hat m_Lx m_Ly m_mantle_density m_Mx m_My m_Nx m_Ny m_standard_gravity m_t_infty m_U m_Ue m_Uv precompute_coefficients step total_displacement tweak update_displacement uplift_problem viscous_displacement ~LingleClarkSerial

uplift_problem() void pism::bed::LingleClarkSerial::uplift_problem ( petsc::Vec &  load_thickness, petsc::Vec &  bed_uplift, petsc::Vec &  output  ) private Solve $2 \nu |\nabla| \diff{u}{t} + \rho_r g U + D\nabla^4 U = \sigma_{zz}$ for $U$, treating $\diff{u}{t}$ and $\sigma_{zz}$ as known. Parameters [in] load_thickness load thickness, meters [in] bed_uplift bed uplift, m/second Here load_thickness is used to compute the load $\sigma_{zz}$ and bed_uplift is $\diff{u}{t}$ itself. Definition at line 252 of file LingleClarkSerial.cc. References pism::clear_fftw_array(), pism::copy_fftw_array(), pism::get_real_part(), m_cx, m_cy, m_D, m_dft_forward, m_dft_inverse, m_eta, m_fftw_input, m_fftw_output, m_i0_offset, m_j0_offset, m_load_density, m_loadhat, m_mantle_density, m_Mx, m_My, m_Nx, m_Ny, m_standard_gravity, pism::set_real_part(), and tweak(). Referenced by bootstrap().