A new model based on dimensional analysis for predicting longitudinal dispersion in streams
International Journal of Recent Engineering Science (IJRES) | |
|
© 2017 by IJRES Journal | ||
Volume-4 Issue-6 |
||
Year of Publication : 2017 | ||
Authors : Ikebude C.F, J.C. Agunwamba |
||
DOI : 10.14445/23497157/IJRES-V4I6P101 |
How to Cite?
Ikebude C.F, J.C. Agunwamba, "A new model based on dimensional analysis for predicting longitudinal dispersion in streams," International Journal of Recent Engineering Science, vol. 4, no. 6, pp. 1-6, 2017. Crossref, https://doi.org/10.14445/23497157/IJRES-V4I6P101
Abstract
This paper presents a new model for predicting dispersion coefficient in a stream. The developed model is based on dimensional analysis. Application of dimensional analysis to water quality modelling is presented, pointing out possibilities of applying this methodology in water quality research. Buckingham pie theory method was used in this study which lead to the formation of four (4) dimensionless groups. Appropriate regression method was used to obtain the constants. Stream and air temperature was incorporated into the model alongside other conventional parameters proposed in literature that influences dispersion such as velocity, shear velocity, width and depth. The model was developed calibrated and evaluated using data from the new-calabar river, southern Nigeria. The model was compared with other existing conventional model for predicting dispersion coefficient and it performed satisfactorily. The developed model gave coefficient of determination value of 0.9716, root mean square error of 0.5721 and discrepancy ratio of 4% (0.04). These values are pointers to the fact that the model is reliable for prediction. Inclusion of temperature into the model improved the predictive capacity of the model.
Keywords
Dimensional analysis, water quality, temperature, prediction, regression.
Reference
[1] Ahsan, (2007): A comparative study of models for longitudinal dispersion coefficient in natural streams. International conference on environmental science and technology. August 6-9, 2007. American Academy of Science Houston Texas, USA.
[2] Bansal, (1971): Dispersion in natural stream. Journal of hydraulic division. ASCE 97 (11):1867-1886.
[3] Charterze, et al., (2006): Dispersion in natural streams. Journal of hydraulic division, ASCE 97 (11):1867-1886.
[4] Chatwin and Sullivan (1982): The effect of aspect ratio on longitudinal diffusivity in rectangular channel. Journal of fluid mechanics (120):347-358.
[5] DENZ and Adrain (2002): Longitudinal dispersion coefficient in single channel stream. Journal of hydraulic engineering, 128 (10):901-916.
[6] Fischer, (1966): Dispersion predicting in natural stream. Journal of sanitary engineering diversion, ASCE 94 (5):927-943.
[7] Fischer, (1968): Longitudinal dispersion in laboratory and natural streams. Tech REP KH-R. California Institute of Technology.
[8] Fischer, (1975): Simple method for predicting dispersion in stream. Journal of environmental engineering division, ASCE 101(3):453-455.
[9] Iwasa and Aya (1991): Predicting longitudinal dispersion coefficient open channel flows. Proc. International symposium on environmental hydraulics, Hong Kong (505-510).
[10] James, (2002): Prediction of pollutant transport in stream: A journal of hydraulic engineering. ASCE, (95)4:1327-1346.
[11] Kashefipour and Falconer (2002): Longitudinal dispersion coefficient in natural channels; water research (36):1596-1608.
[12] Kquivery (2001): Simple method for predicting dispersion in stream. Journal of environmental engineering 124(2):104-110.
[13] Liu, (1977): Predicting dispersion coefficient of stream. Journal of environmental engineering division, ASCE, 103(1):1596-1608.
[14] Sooky, (1969): Longitudinal dispersion in open channel. Journal of hydraulic division, ASCE, 95(4):1327-1346.
[15] Swamee (2000): Emperical relations for longitudinal dispersion in streams. Journal of environmental engineering. 126 (11):1056-1062.
[16] Taylor, (2008): Longitudinal dispersion in open channel. Journal of hydraulic engineering, ASCE, 6(95)4: 1327-1346.
[17] Vasile, (2010): Chemical and biological processes in stream pollution. Journal of environmental engineering. 126 (11):1056-1062.
[18] Zelenakova, and Svecova, A.: Modelling of water quality in river station, Gaz, woda i technika sanitarna, Warszawa: SIGMA-NOT Sp. z o.o., 85, 73–75, 2006.