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Published online 20 September 2006
Published in Soil Sci Soc Am J 70:1851-1859 (2006)
DOI: 10.2136/sssaj2006.0045
© 2006 Soil Science Society of America
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Estimating Saturated Hydraulic Conductivity In Spatially Variable Fields Using Neural Network Ensembles

Kamban Parasuramana, Amin Elshorbagya,* and Bing Cheng Sib

a Centre for Advanced Numerical Simulation (CANSIM), Dep. of Civil & Geological Engineering, Univ. of Saskatchewan, Saskatoon, SK, Canada
b Dep. of Soil Science, Univ. of Saskatchewan, Saskatoon, SK, Canada


Figure 1
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Fig. 1. Structure of the three-layered feed-forward neural network (FF-NN).

 

Figure 2
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Fig. 2. Scatter plots between the measured and the computed Ks by (a) Rosetta; (b) Field(Bagging); and (c) Field(Boosting) for Smeaton with SSC as Inputs. The ‘solid’ points represent the training instances and the ‘open triangular’ points represent the testing instances.

 

Figure 3
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Fig. 3. Scatter plots between the measured and the computed Ks by (a) Rosetta; (b) Field(Bagging); and (c) Field(Boosting) for Smeaton with SSC and {rho}b as Inputs. The ‘solid’ points represent the training instances and the ‘open triangular’ points represent the testing instances.

 

Figure 4
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Fig. 4. Scatter plots between the measured and the computed Ks by (a) Rosetta; (b) Field(Bagging); and (c) Field(Boosting) for Alvena with SSC as Inputs. The ‘solid’ points represent the training instances and the ‘open triangular’ points represent the testing instances.

 

Figure 5
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Fig. 5. Scatter plots between the measured and the computed Ks by (a) Rosetta; (b) Field(Bagging); and (c) Field(Boosting) for Alvena with SSC and {rho}b as Inputs. The ‘solid’ points represent the training instances and the ‘open triangular’ points represent the testing instances.

 





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