1996
DOI: 10.1016/0307-904x(95)00127-6
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A finite difference model of two-dimensional tidal flow in Tolo Harbor, Hong Kong

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Cited by 26 publications
(21 citation statements)
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“…It has incorporated very few features to facilitate other users and to handle other problems. Typical examples are some sophisticated convectiondispersion models of the Eulerian-Lagrangian type [2], two-dimensional or three-dimensional finite difference numerical models on tidal flow [4,5] and on a specific water quality phenomenon such as eutrophication [21], finite-element modeling of floodplain flow [6], the depth-averaged turbulence k-e model [9], and so on.…”
Section: Generations Of Modelingmentioning
confidence: 99%
See 1 more Smart Citation
“…It has incorporated very few features to facilitate other users and to handle other problems. Typical examples are some sophisticated convectiondispersion models of the Eulerian-Lagrangian type [2], two-dimensional or three-dimensional finite difference numerical models on tidal flow [4,5] and on a specific water quality phenomenon such as eutrophication [21], finite-element modeling of floodplain flow [6], the depth-averaged turbulence k-e model [9], and so on.…”
Section: Generations Of Modelingmentioning
confidence: 99%
“…The shape function can be of the first order, second order, or a higher order. The modeling can be simplified into different spatial dimensions, i.e., a one-dimensional model, two-dimensional depth-averaged model, two-dimensional layered model, three-dimensional model, and so forth [1][2][3][4][5][6][7][8]. An analysis of coastal hydraulics and water quality generally involves heuristics and empirical experience, and is effected through some simplifications and modeling techniques on the basis of the experience of specialists [9].…”
Section: Introductionmentioning
confidence: 99%
“…The shape function can be of first order, second order or higher order. The modelling can be simplified into different spatial dimensions, i.e., 1-dimensional model, 2-dimensional depth-averaged model, 2-dimensional layered model, 3-dimensional model, etc [1][2][3][4][5][6][7][8]. The analysis of coastal hydraulics and water quality generally involves heuristics and empirical experience and it is effected through some simplifications and modelling techniques on the basis of the experience of specialists [9].…”
Section: Introductionmentioning
confidence: 99%
“…Coupled with the rapid growth in economic development, the increasing tendency of eutrophication phenomena in Tolo Harbour is evidenced by a drastic increase in the severity and frequency of algae blooms (EPDHK, 2003). Various problems, including undesirable water quality, bottom-water anoxia, decline in fisheries, and loss of submerged aquatic vegetation, etc., have resulted (Hodgkiss and Chan, 1983;Sin and Chau, 1992;Chau et al, 1996).…”
Section: Introductionmentioning
confidence: 99%
“…and recording the effects of development on levels of pollution in the water Chau et al, 1996;Hodgkiss and Chan, 1983;Sin and Chau, 1992). With the recent rapid advancement of computer technology, the domain problem can now be epitomized fully in an unsteady manner.…”
Section: Introductionmentioning
confidence: 99%