This paper presents an mixed-dimensional model which was developed to simul
ate numerically complex current patterns in a classical horn-type estuary,
the Hang-Zhou Bay, situated in the East China's coast line. The multidimens
ional mathematical model consists of a three-dimensional finite volume appr
oach submodel being nested with a two-dimensional finite element model. The
two-dimensional Finite Element Method (FEM) was employed to solve shallow-
water equation in whole estuary (far field) and the three-dimensional Finit
e Volume Approach (FVA) was utilized to solve nonsimplified Reynolds equati
on in the near field of the intake structure of the cooling water system of
an electric power plant, namely, the Jia-Xing Electric Power Plant. Reason
able agreement was found between modeled currents and observed field data.
The results of numerical computations were directly used to analyze the tid
al currents, to analyze the effect of a deep pool in front of the intake st
ructure, and to predict the possible variation of bottom topography in asso
ciation with empirical analyzing and modeling. The established model, explo
ited the merits possessed by both FEM and FVA, can provide sufficient detai
l of current patterns in natural waters for engineering application, with a
reasonable accuracy demanded by a practical problem and at a lower computa
tional cost. The development of this computational method provided a feasib
le approach for simulating three-dimensional flows in natural waters, which
is different from the conventional layered quasi-three-dimensional models.
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