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Vidya K. N.

Abstract

The present study investigated the storm wise runoff collected in farm pond with the runoff estimated by Storm Water Management Model (SWMM) and Soil Conservation Service (SCS-CN) models. The SWMM and SCS-CN models estimated runoff depth storm wise. The runoff depths correspond to the catchment area given the runoff volume from the catchment. The runoff depth estimated from the Storm Water Management Model and Soil Conservation Service model was compared against the depth of runoff estimated from the Water balance model. For small rainfall depths, the runoff estimated from the Storm Water Management Model was at par with the actual runoff volume stored at the pond. It is necessary to know the watershed runoff contribution to the river or streams due to rainfall in order to determine environmental risk or flood potential. In larger rainfall depth, the runoff volume estimated from the SWMM model was less than the stored runoff volume at Farm Pond. The Soil Conservation Service Model gave better results for larger rainfall depth compared to Storm Water Management Model. SWMM was able to simulate runoff depth for small rainfall depths of 2mm. The peak runoff depths were produced by rainfall depths of 35.5mm. Initial abstractions of the study area for antecedent moisture content i.e. AMC I, AMCII and AMCIII are 53.2, 23.91 and 10.43mm, respectively. The comparison showed that both SWMM and SCS-CN models gave better runoff quantification results.  

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Keywords

Dynamic model, SCS-CN, SWMM, Runoff, Watershed

References
Bansode, A. & Patil , K. A. (2014). Estimation of runoff by using SCS curve number method and arc GIS. International Journal of Scientific & Engineering Research, 2229-5518.
Gambi, G., Maglionico, M. & Tondelli, S. (2011). Water management in local development plans: The case of the old Fruit and vegetable market in Bologna. Proceedia Engineering, 21,1110-1117. doi.org/10.1016/j.proeng.20 11.11.2118.
Hashemyan, F., Khaleghi, M.R. & Kamyar, M. (2015). Combination of HEC-HMS and HEC-RAS models in GIS in order to simulate flood (Case study: Khoshke Rudan river in Fars province, Iran). Res. J. Recent Sci., 122-127.
Hunter, N.M. (2007). Benchmarking 2D hydraulic models for urban flooding. Water Management, DOI:10.1680/wama.2008.161.1.13
Mitchell. (2007). State of the art review of integrated urban water Models. NOVATECH 2007. 6th Int. Conf. on Sustainable Techniq ues and Strategies in Urban Water Management, Lyon, Rhone-Alpes, France, 25-28.
Panahi, A. (2013). Evaluating SCS-CN method in estimating the amount of runoff in Soofi Chay basin using GIS. Life Science Journal, 271-277.
Patil Prashant & Chaudhary Pravin S. (2014). Using hydrologic and hydraulic modelling water flow simulation in metamorphic urban watershed. International Journal of Innovative Research in Advanced Engineering, 52-56.
Rangari, V. A., Gopi, K.V., Umamahesh, N.V. & Patel, A. K. (2016). Simulation of urban drainage system using disaggregated rainfall data. ICWEES Int. Conf. on Water Environment, Energy & Society- 2016. Organized By Texas A & M University, USA & AISECT University, Bhopal, India, 15-18.
Rangari, V. K. Sriramoju Sai Prashanth, Umamahesh, N.V. & Ajey Kumar Patel (2018). Simulation of urban drainage system using a Storm water management model (SWMM). Asian Journal of Engineering and Applied Technology, 7-10.
Shaik, M. F. A. & Agarwal, S. (2019). Urban flood modeling and management using SWMM for new R.R. Pet region, Vijayawada, India. International Journal of Recent Technology and Engineering (IJRTE), 317- 322.
United States Department of Agriculture (1986) Urban hydrology for small watersheds TR-55. Technical Release 55. Washington DC: pp. 132-139.
Zlatanovi?, N. & Gavri?, S. (2013). Comparison of an automated and manual method for calculating storm runoff response in ungauged catchments in Serbia. Journal of Hydrology and Hydromechanics, 195-201. doi:10.2478/johh-2013-0025.
Zoppou, C. (2001). Review of urban storm water models. Environmental Modelling and Software,195–231. DOI: 10.1016/S1364 8152(00)00084-0.
Section
Research Articles

How to Cite

Runoff assessment by Storm water management model (SWMM)- A new approach. (2021). Journal of Applied and Natural Science, 13(SI), 142-148. https://doi.org/10.31018/jans.v13iSI.2813