Integration of a GIS and a complex three-dimensional hydrodynamic, sediment and heavy metal transport numerical model

https://doi.org/10.1016/j.advengsoft.2008.09.001Get rights and content

Abstract

The paper presents an integration of a geographic information system (GIS) and a complex three-dimensional hydrodynamic sediment and heavy metal transport numerical model. The integration overcomes the two-dimensional constraint of conventional GIS by supplementing advance tools for three-dimensional, dynamic visualization. The application of a GIS-based interface module together with the three-dimensional, dynamic display tools enhances communication of relationships and trends of hydrodynamic and pollutant transport simulation in both spatial and temporal context, and thus promotes better coastal water quality planning and management. Model functionality includes input data viewing and editing, mesh grid configuration, and result interpretation. The functionality of the GIS-model integrated system is illustrated through a case study on the Pearl River Estuary (PRE).

Introduction

The use of numerical models is the most feasible approach to solving hydrodynamic and pollutant transport problems. However, such complex models generally involve vast amounts of geographically-referenced information, and thus require enormous efforts in preparation of input data as well as in handling of output results for interpretation. Numerous efforts have been made over the decade to integrate hydrodynamic and pollutant transport models with geographic information system (GIS) [1], [2], [3]. Such integrations not only make efficient the modelling pre-processing and post-processing procedures, but also provide the system with spatial data management, analysis, and visualization functionalities.

Although GIS is demonstrated to be an invaluable asset in hydrodynamic and pollutant transport modelling, there is one major constraint in its implementation. Marine environmental data exhibit variations not only in both location and depth, but also through time [4]. It is difficult to establish a rigorous model to represent the ever-changing, three-dimensional nature of marine system in a GIS environment. This explains why most of the current GIS-hydrodynamic/pollutant transport models are limited to two-dimensional capabilities. Since hydrodynamics is intrinsically three-dimensional and dynamic, such models oversimplify the real situations and generate results with limited accuracy. As the fundamental concept of GIS is mapping of information in two-dimensional ground, there is a considerable challenge in unfolding this two dimensionality for applications into the three and four-dimensional world.

This paper describes the integration of a GIS and a complex three-dimensional hydrodynamic sediment and heavy metal transport numerical model. The model was developed at The Hong Kong Polytechnic University [5] to tackle the deteriorating water quality conditions at the Pearl River Estuary (PRE). The model covers the prediction of hydrodynamic patterns and sediment and heavy metal transports for the entire PRE using the finite element method. Such complex computation requires the model to be run on an efficient parallel computing system of ten CPUs using Message Passing Interface (MPI) scripting.

The parallelized system is implemented using a LINUX operating system, in which its user-friendliness is incomparably lower than that of proprietary operating systems such as Windows or MacOS. Both model input and output involve a substantial quantity of spatial data, however, the model is not equipped with any tools to handle spatial analysis and visualization. This constraint marks the necessity to provide the essential graphical tools for preparations and displays of model inputs and outputs; and the integration of the model with a GIS is identified as a plausible approach.

The primary objective of the integration is to build a connection between the model and a GIS. Using input data created in the GIS, numerical simulations can be run and model results can be analyzed in the GIS. Furthermore, to overcome the two-dimensional limitation of conventional GIS, a set of data displaying tools are developed to offer interpretation of information in the third (i.e. depth) and fourth (i.e. time) dimensions.

Section snippets

A complex, three-dimensional hydrodynamic sediment and heavy transport numerical model

In this study, a GIS is integrated with a complex, three-dimensional hydrodynamic sediment and heavy transport numerical model. This model was initially developed by Wai and Lu [6] with the key purpose to simulate hydrodynamic and sediment transport processes in coastal and estuarine regions using an efficient parallel-processing algorithm. The information derived from the model is essential for design and management of coastal infrastructure as well as for monitoring of water quality and

Integration with a GIS

The development of the GIS-model integrated system is carried out using GIS Software ARCVIEW Version 9, developed by the Environmental Systems Research Institute, Inc. (ESRI). The software is customized using ARCVIEW’s built-in Visual Basic for Application (VBA) scripting through the manipulation of ArcObjects. Advance data display tools are also developed from Active Dynamic Link Library (DLL) in Visual Basic (VB), and registered into the GIS. A user-friendly menu-driven interface is used to

Case study

An application for the PRE is presented to illustrate the functionality of the GIS-model integrated system. The PRE is a 2000 km2 triangular-shaped estuary located at the southern part of China. The estuary receives freshwater from four major river outlets, namely, Humen, Jiaomen, Hongqilimen, Hengmen and drains into the South China Sea. The rapidly growing economic industrial development in the recent decades in the Pearl River Delta (PRD) have lead to severe degradation of water quality in the

Conclusions

A GIS is coupled with a complex three-dimensional hydrodynamic sediment and heavy metal transport numerical model for input viewing and editing, pre-processing, mesh grid configuration, and result interpretation. The current GIS-model integrated system marks its distinctiveness from other GIS-based hydrodynamic/pollutant transport model with its ability to facilitate three-dimensional, dynamic simulation.

The application of GIS interface in defining and interpreting model input and output

Acknowledgements

The authors acknowledge the supports provided for this work by the Hong Kong Research Grants Council (Research Grant No.: PolyU 5143/04E) and the Hong Kong Polytechnic University (Research Grant No.: G-YD93).

References (10)

There are more references available in the full text version of this article.

Cited by (0)

View full text