Urbanization is accelerating worldwide. One of the negative effects of urbanization is the overloading of the city sewer system. To solve this problem, on-site storm water infiltration proves very promising due to its near natural characteristics and multiple effects on the drainage of stormwater runoff in urban areas. However, the judgment of whether a local area is appropriate to be drained in this way and which infiltration measures are optimal is rather complex and involves analysing a set of influential factors. This judgment depends on not only relevant theoretical considerations, but also a large amount of practical experience and the availability of relevant data, as well. Such a judgment is an unstructured problem and relates to changeable knowledge. To fulfill this task, the so-called expert system, or knowledge-based system, is introduced. One of the advantages of an expert system is that it provides automation of expert-level judgment. This is extremely helpful when an expert-level judgment is needed repeatedly for a large amount of cases, like in the planning of on-site stormwater infiltration systems for an entire city catchment. This paper describes a self-developed expert system tool for developing rule-based expert systems, as well as a case study: using an expert system for the selection of on-site storm water infiltration measures for the city of Chemnitz, Germany.
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Research Article| March 01 2006
Development of a GIS-based Expert System for on-site Storm-water Management
Z. Jin *
1Insititut fuer Wasserwirtschaft, Universitaet Hannover, Appelstr. 9A,30167 Hannover
2Ingenieuergesellschaft Prof.Dr. Sieker mbH Rennbahnalle 109A, 15366 Dahlwitz-Hoppegarten, Germany
*Corresponding author, E-mail: firstname.lastname@example.org
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Water Practice and Technology (2006) 1 (1): wpt2006016.
Z. Jin, F. Sieker, S. Bandermann, H. Sieker; Development of a GIS-based Expert System for on-site Storm-water Management. Water Practice and Technology 1 March 2006; 1 (1): wpt2006016. doi: https://doi.org/10.2166/wpt.2006.016
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