Application of Build-up and Wash-off Models for an East-Australian Catchment
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Application of Build-up and Wash-off Models for an East-Australian Catchment

Authors: Iqbal Hossain, Monzur Alam Imteaz, Mohammed Iqbal Hossain

Abstract:

Estimation of stormwater pollutants is a pre-requisite for the protection and improvement of the aquatic environment and for appropriate management options. The usual practice for the stormwater quality prediction is performed through water quality modeling. However, the accuracy of the prediction by the models depends on the proper estimation of model parameters. This paper presents the estimation of model parameters for a catchment water quality model developed for the continuous simulation of stormwater pollutants from a catchment to the catchment outlet. The model is capable of simulating the accumulation and transportation of the stormwater pollutants; suspended solids (SS), total nitrogen (TN) and total phosphorus (TP) from a particular catchment. Rainfall and water quality data were collected for the Hotham Creek Catchment (HTCC), Gold Coast, Australia. Runoff calculations from the developed model were compared with the calculated discharges from the widely used hydrological models, WBNM and DRAINS. Based on the measured water quality data, model water quality parameters were calibrated for the above-mentioned catchment. The calibrated parameters are expected to be helpful for the best management practices (BMPs) of the region. Sensitivity analyses of the estimated parameters were performed to assess the impacts of the model parameters on overall model estimations of runoff water quality.

Keywords: Calibration, Model Parameters, Suspended Solids, TotalNitrogen, Total Phosphorus.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1058871

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[1] C. L. Chang, S. L. Lo and M. Y. Chen, Uncertainty in watershed response predictions induced by spatial variability of precipitation. Environmental Monitoring and Assessment, 127(1-3), pp. 147-153, 2007.
[2] I. E. Ball, R. Jenks and D. Aubourg, An assessment of the availability of pollutant constituents on road surfaces. Science of the Total Environment, 209(2-3), pp. 243-254, 1998.
[3] V. A. Tsihrintzis and R. Hamid, Runoff quality prediction from small urban catchments using SWMM. Hydrological Processes, 12, pp. 311- 329, 1998.
[4] A. B. Deletic and C. T. Maksimovic, Evaluation of water quality factors in storm runoff from paved areas. Journal of Environmental Engineering, 124(9), pp. 869-879, 1998.
[5] L. H. Kim, K. D. Zoh, S. M. Jeong, M. Kayhanian and M. K. Stenstrom, Estimating pollutant mass accumulation on highways during dry periods. Journal of Environmental Engineering, 132(9), pp. 985-993, 2006.
[6] J. D. Sartor and G. B. Boyd, SWMM (Stormwater Management Model) Version 5, User Manual. Water pollutants aspects of street surface contaminants. Report No. EPA-R2-72-081, EPA, Washington D.C., United States, 1972.
[7] W. M. Alley and P. E. Smith, Estimation of accumulation parameters for urban runoff quality modelling. Water Resources, 17(6), pp. 1657-1664, 1981.
[8] S. Leinster and W. Walden, The application of sophisticated stormwater quality estimation techniques in Australian catchments- A Queensland case study. Water 99: Joint Congress, Brisbane, Australia, pp. 589-595, 1999.
[9] J. Chen and B. J. Adams, Analytical urban storm water quality models based on pollutant buildup and washoff process. Journal of Environmental Engineering, 132(10), pp. 1314-1330, 2006.
[10] C. Baffaut and J. W. Delleur, Calibration of SWMM runoff quality model with expert system. Journal of Water Resources Planning and Management, 116(2), pp. 247-261, 1990.
[11] L. J. Puckett, Identifying the major sources of nutrient water pollution. Environmental Science and Technology, 29(9), pp. 408-414, 1995.
[12] M. B. Beck, Principles of modelling. Water Science and Technology, 24(6), pp. 1-8, 1991.
[13] J. Vaze and F. H. S. Chew, Nutrient loads associated with different sediment sizes in urban stormwater and surface pollutants. Journal of Environmental Engineering, 130(4), pp. 391-396, 2004.
[14] A. Rahman, P. E. Weinmann, T. M. T. Hoang and E. M. Laurensen, Monte Carlo simulation of flood frequency curves from rainfall. Journal of Hydrology, 256(3-4), pp. 196-210, 2002.
[15] M. Ilahee and M. A. Imteaz, Improved continuing losses estimation using initial loss-continuing loss model for medium size rural catchments. American Journal of Engineering and Applied Sciences, 2(4), pp. 796- 803, 2009.
[16] I. Hossain, M. Imteaz, S. Gato-Trinidad and A. Shanableh, Development of a catchment water quality model for continuous simulation of pollutants build-up and wash-off. International Journal of Civil and Environmental Engineering, 2(4), pp. 210-217, 2010.
[17] L. A. Rossman, SWMM (Stormwater Management Model) Version 5, User Manual. US EPA (Environmental Protection Agency), Washington D.C., United States, 2004.