Finite-difference model for 3-D flow in bays and estuaries
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Abstract
This paper describes a semi-implicit finite-difference model for the numerical solution of three-dimensional flow in bays and estuaries. The model treats the gravity wave and vertical diffusion terms in the governing equations implicitly, and other terms explicitly. The model achieves essentially second-order accurate and stable solutions in strongly nonlinear problems by using a three-time-level leapfrog-trapezoidal scheme for the time integration.
Publication type | Conference Paper |
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Publication Subtype | Conference Paper |
Title | Finite-difference model for 3-D flow in bays and estuaries |
ISBN | 0872629201 |
Issue | pt 2 |
Year Published | 1993 |
Language | English |
Publisher | Publ by ASCE |
Publisher location | New York, NY, United States |
Contributing office(s) | San Francisco Bay-Delta, Pacific Regional Director's Office |
Larger Work Title | Proceedings - National Conference on Hydraulic Engineering |
First page | 2116 |
Last page | 2122 |
Conference Title | Proceedings of the National Conference on Hydraulic Engineering |
Conference Location | San Francisco, CA, USA |
Conference Date | 25 July 1993 through 30 July 1993 |
Online Only (Y/N) | N |
Additional Online Files (Y/N) | N |
Google Analytic Metrics | Metrics page |