An overview of the posters presented at Watermatex 2000 III: Model selection and calibration/ optimal experimental design

Water Science and Technology

Volumn 43, Issue 7, 2001, Pages 387-389

  Nopens, I ^a   Hopkins, L N ^a   Vanrolleghem, P A ^a  

^a GHENT UNIVERSITY   (Belgium)

Author keywords

[No Author keywords available]

Indexed keywords

CALIBRATION; PHYSIOLOGICAL MODELS;

OPTIMAL EXPERIMENTAL DESIGN (OED);

OCEANOGRAPHY;

CONFERENCE PROCEEDING;

ANALYTICAL PARAMETERS; CALIBRATION; CONFERENCE PAPER; EXPERIMENT; INFORMATION PROCESSING; MATHEMATICAL MODEL; METHODOLOGY; PUBLICATION; RELIABILITY; SYMPOSIUM;

EID: 0035024605     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.2166/wst.2001.0449     Document Type: Conference Paper

References (8)

1. Kim, S., Kim, C., Kim, J. and Ko, J. (2000). Genetic algorithms for the uncertainty analysis of IAWQ-activated sludge model No. 1. 8.48-8.55.
2. Liu, R. and Beck, M.B. (2000). Solute and particulate transport characterization in the activated sludge process. 8.33-8.39.
3. Simeonov, I.S. (2000). Methodology for parameters estimation of non-linear models of anaerobic wastewater treatment processes in stirred tank bioreactors. 8.40-8.47.
4. Vaes, G. and Berlamont, J. (2000). Physically based calibration of reservoir models. 8.56-8.63.
5. Vaes, G., Willems, P. and Berlamont, J. (2000). Rainfall input requirements for urban drainage modelling. 7.44-7.47.
6. Versyck, K.J.E. and Van Impe, J.F.M. (2000). Review on operation modes in bioreactor experiments aimed at parameter estimation of the Monod growth kinetics. 7.28-7.35.
7. Yamanaka, O., Nagaiwa, A., Yamada, F., Matsubara, S. and Nakada, M. (2000). Sewerage stormwater inflow prediction based on system identification method with Hammerstein type of nonlinear model. 8.64-8.71
8. Zec, M., Hvala, N. and Strmcnik, S. (2000). Planning of the measurements used for parameter estimation of the simple activated sludge model. 7.36-7.43.