2000
DOI: 10.1080/02626660009492339
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Application of adaptive fuzzy rule-based models for reconstruction of missing precipitation events

Abstract: This paper describes a fuzzy rule-based approach applied for reconstruction of missing precipitation events. The working rules are formulated from a set of past observations using an adaptive algorithm. A case study is carried out using the data from three precipitation stations in northern Italy. The study evaluates the performance of this approach compared with an artificial neural network and a traditional statistical approach. The results indicate that, within the parameter sub-space where its rules are tr… Show more

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Cited by 94 publications
(39 citation statements)
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“…Given properly defined input variables and membership functions, the Takagi-Sugeno fuzzy rules for a system considered herein are in the form of (1) where denotes the ith fuzzy rule, are the input (antecedent) variables, y i are the rule output variables, A i1 , …, A im are fuzzy sets defined in the antecedent space, and a i1 , …, a im , a i0 are the model consequent parameters that have to be identified in a given data set. For a given input crisp vector , the inferred global output of the Takagi-Sugeno model is computed by taking the weighted average of the individual rules' contributions (2) where is the degree of fulfillment of the ith fuzzy rule, defined by…”
Section: Takagi-sugeno Fuzzy Systemmentioning
confidence: 99%
See 1 more Smart Citation
“…Given properly defined input variables and membership functions, the Takagi-Sugeno fuzzy rules for a system considered herein are in the form of (1) where denotes the ith fuzzy rule, are the input (antecedent) variables, y i are the rule output variables, A i1 , …, A im are fuzzy sets defined in the antecedent space, and a i1 , …, a im , a i0 are the model consequent parameters that have to be identified in a given data set. For a given input crisp vector , the inferred global output of the Takagi-Sugeno model is computed by taking the weighted average of the individual rules' contributions (2) where is the degree of fulfillment of the ith fuzzy rule, defined by…”
Section: Takagi-sugeno Fuzzy Systemmentioning
confidence: 99%
“…There are two reasons for using the JARQ 40 (4) 2006 Takagi-Sugeno fuzzy system for hydrological studies: (1) the simplicity of the inference procedure, and (2) the possibility to incorporate a general condition on the physical structure of the system into the fuzzy system. Therefore, during recent decades, a number of simulation studies can be noticed 1,3,4,8,12,13 , which are dedicated to the Takagi-Sugeno fuzzy system. However, detailed studies that compare the Takagi-Sugeno fuzzy model with the traditional model for river stage estimation under limited data, especially in developing and under-developed countries, are less available.…”
Section: Introductionmentioning
confidence: 99%
“…proposed a fuzzy unit hydrograph to account for the number of uncertainties raised from both model assumptions and data acquisition in representing the rainfall-runoff transformation. There are other FL modelling applications in: rainfall-runoff processes (Abebe et al, 2000;Hundecha et al, 2001;Jacquin & Shamseldin, 2006); river flow routing (See & Openshaw, 2000;Chang & Chang, 2001); groundwater modelling (Hong et al, 2002); water-level prediction in reservoirs ; and time series modelling (Nayak et al, 2004). Deka & Chandramouli (2005) proposed a new approach combining FL and ANNs, which is referred to as fuzzy neural networks (FNN), for river flow prediction.…”
Section: Introductionmentioning
confidence: 99%
“…The fuzzy rule-based models have been successfully and extensively applied to many fields associated with water resources engineering. Recently, fuzzy rule-based modelling has been applied to reconstruct missing precipitation data (Abebe et al, 2000); to predict regional droughts and to model the relationship between climatic forcing and droughts (Pongrácz et al, 1999(Pongrácz et al, , 2003; to derive the rating curve (Deka & Chandramouli, 2003); to facilitate single-purpose reservoir operation (Panigrahi & Mujumdar, 2000); real-time multipurpose reservoir operation (Dubrovin et al, 2002); and a combined sewer pumping station control (Yagi & Shiba, 1999). It has also been used in rainfall-runoff modelling (Hundecha et al, 2001); in estimating groundwater recharge (Coppola et al, 2002); and in groundwater vulnerability evaluation (Chen Shouyu & Fu Guangtao, 2003).…”
Section: Introductionmentioning
confidence: 99%