2004
DOI: 10.1016/j.jhydrol.2004.04.010
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State space neural networks for short term rainfall-runoff forecasting

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Cited by 51 publications
(27 citation statements)
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“…For identifying the architecture of an ANN associated with determining the number of neurons in each layer, the trial-and-error approach is still the most common (Imrie et at.,2000;Pan and Wang, 2004;Toth et al 2000). Some software packages perform the trial-and-error optimisation automatically.…”
Section: Ann Architecturementioning
confidence: 99%
“…For identifying the architecture of an ANN associated with determining the number of neurons in each layer, the trial-and-error approach is still the most common (Imrie et at.,2000;Pan and Wang, 2004;Toth et al 2000). Some software packages perform the trial-and-error optimisation automatically.…”
Section: Ann Architecturementioning
confidence: 99%
“…The integration can provide not only the flexibility to represent any nonlinear functions but also the parallel inputs/outputs (causes/effects) relationships established between the neural model and the physical system (Pan & Wang, 2004). The presented RNN has five layers: input layer, hidden layer S, state layer, hidden layer O, and output layer.…”
Section: Deterministic Linearized Recurrent Neural Networkmentioning
confidence: 99%
“…Figure 10 shows that the DLRNN in the canonical form is clearly not a fully RNN. 28 validated events are fed to the model, and a new on-line learning method developed by Pan and Wang (2004), is applied to develop the DLRNN into a fully RNN via on-line learning. Table 5.…”
Section: Comparison Between Dlrnns In Different Formsmentioning
confidence: 99%
“…These related works have been categorized under both the hydrological approach [15][16][17] and the statistical approach which mostly applied artificial neural networks (ANNs) such as the back-propagation neural network (BPNN) [18][19][20][21][22], the state space neural network [23], the adaptive network-based fuzzy inference system (ANFIS) [24], the recurrent neural network (RNN) [21], support vector machine [1], and the radial basis function [2] as construction tools. The advantage of the short lead-time forecast is that it is fairly accurate in medium-low reservoir inflow, whereas the disadvantages are that (1) the effective forecasted lead-time is only 6 h; (2) the forecasted error in the high flow periods is high, within the range of 10% to 40% [1,2]; and (3) the time-lag circumstances of the forecasted flow rate of a longer forecasted lead-time are significant.…”
Section: Introductionmentioning
confidence: 99%