Optical water quality model of Lake Ontario 2: Determination of chlorophyll a and suspended mineral concentrations of natural waters from submersible and low altitude optical sensors

1981 ◽  
Vol 20 (9) ◽  
pp. 1704 ◽  
Author(s):  
R. P. Bukata ◽  
J. E. Bruton ◽  
J. H. Jerome ◽  
S. C. Jain ◽  
H. H. Zwick
1981 ◽  
Vol 20 (9) ◽  
pp. 1696 ◽  
Author(s):  
R. P. Bukata ◽  
J. H. Jerome ◽  
J. E. Bruton ◽  
S. C. Jain ◽  
H. H. Zwick

Author(s):  
M. V. Nguyen ◽  
H. J. Chu ◽  
C. H. Lin ◽  
M. J. Lalu

<p><strong>Abstract.</strong> Healthy inland freshwater sources, such as lakes, reservoirs, rivers, and streams, play crucial roles in providing numerous benefits to surrounding societies. However, these inland water bodies have been severely polluted by human activities. Therefore, long-term monitoring and real-time measurements of water quality are essential to identify the changes of water quality for unexpected environmental incidents avoidance. The success of satellite-based water quality studies relies on three key components: precise atmospheric correction method, optimization algorithm, and regression model. Previous studies integrated various algorithms and regression models, including (semi-) empirical or (semi-) analytical algorithms, and (non-) linear regression models, to obtain satisfactory results. Nevertheless, the selection of appropriate algorithm is complex and challenging because of the fact that the changes in chemical and physical properties of water can lead to different method determination. To alleviate the aforementioned difficulties, this study proposed a potential integration which comprises an optimization method for efficient water-quality model selection, ordinary least squares regression, and an accurately atmospheric corrected dataset. Prime focus of this study is water-quality model selection which optimizes an objective function that aims to maximize prediction accuracy of regression models. According to the experiments, the performance of the selected water-quality model using proposed procedures, dominated that of the existing algorithms in terms of root-mean-square error (RMSE), the Pearson correlation coefficient (r), and slope of the regressed line (m) between measured and predicted chlorophyll-a.</p>


2015 ◽  
Vol 529 ◽  
pp. 805-815 ◽  
Author(s):  
Yongeun Park ◽  
Yakov A. Pachepsky ◽  
Kyung Hwa Cho ◽  
Dong Jin Jeon ◽  
Joon Ha Kim

2012 ◽  
Vol 610-613 ◽  
pp. 1705-1709
Author(s):  
Bing Xiang Liu ◽  
Xiao Liang Lai ◽  
Qun Cao ◽  
Xiang Cheng

Determination of parameters is an important work for establishing the water quality model to perform the mathematical simulation. In this paper, the improved genetic algorithm is applied in evaluation of the parameters of S-P water quality model. This method has overcome the shortages of parameters estimation as before. The computed results have indicated this method with a very high precision and easy realized by the computer.


2001 ◽  
Vol 43 (7) ◽  
pp. 329-338 ◽  
Author(s):  
P. Reichert ◽  
P. Vanrolleghem

State of the art models as used in activated sludge modelling and recently proposed for river water quality modelling integrate the knowledge in a certain field. If applied to data from a specific site, such models are nearly always overparameterised. This raises the question of how many parameters can be fitted in a given context and how to find identifiable parameter subsets given the experimental layout. This problem is addressed for the kinetic parameters of a simplified version of the recently published river water quality model no. 1 (RWQM1). The selection of practically identifiable parameter subsets is discussed for typical boundary conditions as a function of the measurement layout. Two methods for identifiable subset selection were applied and lead to nearly the same results. Assuming upstream and downstream measurements of dissolved substances to be available, only a few (5-8) model parameters appear to be identifiable. Extensive measurement campaigns with dedicated experiments seem to be required for successful calibration of RWQM1. The estimated prior uncertainties of the model parameters are used to estimate the uncertainty of model predictions. Finally an estimate is provided for the maximum possible decrease in prediction uncertainty achievable by a perfect determination of the values of the identifiable model parameters.


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