Prediction of Pollution Level Between Measurement Points by Mathematical Modeling Using Interpolation and Recursion
DOI:
https://doi.org/10.15407/scine19.03.065Keywords:
water bodies quality assessment, riverbed, water body pollution consequences prediction, mathematical modeling, interpolation, recursionAbstract
Introduction. There are different mathematical modeling methods for assessing riverbed pollution consequences. Among them, there is the series of Harvey Jobson’s empirical hydrological equations, which allows measurements between a spill point and a measurement point. The measurement between two necessary points located consecutively along the riverbed is made by two calculations for these points and results comparison. Is makes it possible to predict the dynamics of the riverbed pollution spread in time and space.
Problem Statement. The forecast by two points is, likely, inconclusive because the result is an array of insufficient size. Thus, there is a need to expand a result dataset to improve understanding the accuracy of calculations of pollution spread dynamics.
Purpose. The purpose is to develop a method that determines pollution level between certain measurement points and does not require additional data. The output data for the array are the peak concentration and the time for the concentration to reach its peak at a particular point in the body of water.
Material and Methods. The mathematical method is based on the interpolation results in combination with the recursion method, as a result. The output data of the method are the concentration peak and the time for the concentration to reach its peak.
Results. In this research, the method has been developed and validated through a series of simulations. The method validity has been proven by the graphical method, with graphs similarity as main criterion.
Conclusions. Using the method together with a series of Harvey Jobson’s empirical hydrological equations as part of intelligent processing of the results makes it possible to predict pollution level between specific riverbed points, by mathematical modeling, with the help of interpolation and recursion methods and thereby to increase emergency consequences prediction accuracy.
References
Jobson, H. E. (1996). Prediction of travel time and longitudinal dispersion in rivers and streams. Water-Resources Investigations Report 96-4013, 69. https://doi.org/10.3133/wri964013.
Fisher, H., List, J., Koh, C., Imberger, J., Brooks, N. (1979). Mixing in Inland and Costal Waters. Academic Press, N 28. 104—138. https://doi.org/10.1016/C2009-0-22051-4
Chapra, S. C., Pelletier, G. J., Tao, H. (2008). QUAL2K: A Modeling Framework for Simulating River and Stream Water Quality. Version 2.11. Documentation and User’s Manual, Civil and Environmental Engineering Department, Tufts University, Medford, USA.
Steffens Abdeveis, S., Sedghi, H., Hassonizadeh, H., Babazadeh, H. (2020). Application of Water Quality Index and Water Quality Model QUAL2K for Evaluation of Pollutants in Dez River. Water resources, 47(5), 892—903. https://doi.org/10.1134/S0097807820050188.
WASP8 Model documentation for: Water Transport, Sediment Transport, Eutrophication, Macro Algae and Periphyton, Sediment Diagenesis, Water Temperature, pH and Alkalinity, Light. URL: https://www.epa.gov/ceam/wasp-model-documentation (Last accessed: 02.03.2021).
Frick, W. E., Roberts, P. J. W., Davis, L. R., Keyes, J., Baumgartner, D. J., George, K. P. (2003). Dilution Models for Effluent Discharges. 4-th Edition (Visual Plumes). Athens, Georgia, 148. URL: https://www.epa.gov/sites/production/files/documents/VP-Manual.pdf (Last accessed: 05.03.2021).
Zakorchevnyi, M. (2011). General principles of modeling river systems using the “Qual2k” program (on the example of the upper and middle reaches of the Dniester River). Scientific compilation technological and environmental safety and civil protection, 3, 105—110 [in Ukrainian].
Kashefipur, S. A. (2002, July) Falconer Longitudinal dispersion coefficients in Natural channels. Proceedings of the fifth In ternational hydro informatics Conference (1—5 July 2002), 95—102. https://doi.org/10.1016/S0043-1354(01)003 51-7.
Steffensen, J. F. (2006). Interpolation. Dover Publications, Mineola, New York, USA, P. 272.
The Water Quality Analysis Simulation Program (WASP) model helps users interpret and predict water quality responses to natural phenomena and manmade pollution for various pollution management decisions. URL: https://www.epa.gov/ceam/water-quality-analysis-simulation-program-wasp (Last accessed: 02.03.2021).
Riahi-Madvar, H., Ayyoubzadeh, S. A. (2010). Developing an Expert System for Predicting Pollutant Dispersion in Natural Streams. Expert Systems. Shanghai, In Tech. https://doi.org/10.5772/7081.
Robert, B., Ambrose, Jr., Tim, P. E., Wool, A. (2017). WASP8 Stream Transport-Model Theory and User’s Guide. Supplement to Water Quality Analysis Simulation Program (WASP) User Documentation. Washington.
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