Runoff Quality and Pollution Loading from a Residential Catchment in Miri, Sarawak

Urban non-point source (NPS) pollution for a residential catchment in Miri, Sarawak was investigated for two storm events in 2011. Runoff from two storm events were sampled and tested for water quality parameters including TSS, BOD5, COD, NH3-N, NO3-N, NO2-N, P and Pb. Concentration of the water quality parameters was found to vary significantly between storms and the pollutant of concern was found to be NO3-N, TSS, COD and Pb. Results were compared to the Interim National Water Quality Standards for Malaysia (INWQS),and the stormwater runoff from the study can be classified as polluted, exceeding class III water quality, especially in terms of TSS, COD, and NH3-N with maximum EMCs of 158, 135, and 2.17 mg/L, respectively.




References:
[1] A. H. Elliott, and S. A. Trowsdale, "A review of models for low impact
urban stormwater drainage," Environmental modelling & software, vol. 22, no. 3, pp. 394-405, 2007.
[2] V. Novotny, and H. Olem, Water quality: prevention, identification, and
management of diffuse pollution. Van Nostrand Reinhold, 1994.
[3] J.H. Lee and K.W. Bang, "Characterization of urban stormwater runoff,"
Water research, vol. 34, no. 6, pp. 1773-1780, 2000.
[4] R. Nazahiyah, Z. Yusop, and I. Abustan, "Stormwater quality and
pollution loading from an urban residential catchment in Johor, Malaysia," Water science and technology, vol. 56, no. 7, pp. 1-9, 2007.
[5] M. Robson, K. Spence, and L. Beech, "Stream quality in a small urbanized catchment," Science of the Total Environment, vol. 357, no. 1-3, pp. 194-207, 2009.
[6] U. M. Joshi, and R. Balasubramanian, "Characteristics and
environmental mobility of trace elements in urban runoff," Chemosphere, vol. 82, no. 2, pp. 259-267, 2010.
[7] P. R. Sarukkalige, and S. Priddle, "Assessment of Urban Stormwater
Quality in Western Australia," IPCBEE, vol. 4, IACSIT Press,
Singapore, 2011
[8] S. M. McLeod, J. A. Kells, and G. J. Putz, "Urban runoff quality characterization and load estimation in Saskatoon, Canada," Journal of
Environmental Engineering, vol. 132, no. 11, pp. 1470-1481, 2006.
[9] M.H. Park, X. Swamikannu, and M.K. Stenstrom, "Accuracy and precision of the volume-concentration method for urban stormwater
modeling," Water Research, vol. 43, pp. 2773-2786, 2011.
[10] N. A. Zakaria, A. Ab. Ghani, R. Abdullah, L. Mohd Sidek, A. H.
Kassim, and A. Ainan, "MSMA - A New Urban Stormwater
Management Manual for Malaysia," Proceedings of the 6th International
Conference on Hydroscience and Engineering, Brsisbane, Australia, 2004.
[11] B. J. Adams, and F. Papa, Urban stormwater management planning with
analytical probabilistic models. Toronto, Ontario: Wiley, 2000.