1984
DOI: 10.1175/1520-0493(1984)112<0259:nafhan>2.0.co;2
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Numerical Analysis for Hydrostatic and Nonhydrostatic Equations of Inertial-Internal Gravity Waves

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Cited by 26 publications
(16 citation statements)
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“…The lateral eddy exchange, entrainment, vertical flux, and pressure perturbation gradient force are solved using the Forward-Backward scheme in time (Sun 1984) and using the central difference scheme in space. Vertical fluxes of rain, snow, and graupel due to downward terminal velocities are calculated with a forward scheme.…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…The lateral eddy exchange, entrainment, vertical flux, and pressure perturbation gradient force are solved using the Forward-Backward scheme in time (Sun 1984) and using the central difference scheme in space. Vertical fluxes of rain, snow, and graupel due to downward terminal velocities are calculated with a forward scheme.…”
Section: Methodsmentioning
confidence: 99%
“…The conversion of condensate to precipitation and the cloud glaciation parameterized in their model were simplified. For the past few years, we have worked on a diagnostic one-dimensional cloud model (Haines and Sun 1994) and a new cumulus parameterization (Sun and Haines 1996), which can be incorporated into the Purdue Mesoscale Model (Haines 1992;Sun and Chern 1993;Chern 1994) to study convection and severe weather. However, the resolution of mesoscale models has been increasing, and a time dependent one-dimensional cloud model becomes required.…”
Section: Introductionmentioning
confidence: 99%
“…It is also noted that eigenvalue of (12) is identical to the forward-backward scheme (Sun, 1984;2010a), which becomes weakly unstable because of repeated eigenvalue at Co=1 (Sun 2010a). In addition to the physical modes of (12).…”
Section: A Original Lf Schemementioning
confidence: 97%
“…The eigenvalues and non-linear simulations of the nonhydrostatic model (NH) using the conventional forwardÁ backward scheme (FB) (Mesinger and Arakawa, 1976;Sun, 1980Sun, , 1984, the horizontal explicit and vertical implicit scheme (HEÁVI) (Klemp and Wilhelmson, 1978;Saito, 2007) and the modified non-hydrostatic model (MNH) have been discussed in Sun et al (2012), hereafter referred to as Part I. The MNH is designed to suppress highfrequency acoustic waves by multiplying the left-hand side of the continuity equation by a parameter d, where 16 ]d ]4.…”
Section: Introductionmentioning
confidence: 99%