#RAINGUAGE PCSWMM MANUAL#

Goswami BN, Venugopal V, Sengupta D, Madhusoodanan MS, Xavier PK (2006) Increasing trend of extreme rain events over India in a warming environment. Goonetilleke A, Thomas E, Ginnc S, Gilbert D (2005) Understanding the role of land use in urban stormwater quality management. Gocic M, Trajkovic S (2013) Analysis of changes in meteorological variables using Mann-Kendall and SenРІР‚в„ўs slope estimator statistical tests in Serbia.

#RAINGUAGE PCSWMM MANUAL#

Gironas J, Roesner LA, Rossman LA, Davis J (2010) A new applications manual for the Storm Water Management Model (SWMM). Environ Model Softw 22:394РІР‚вЂњ405Р”Р‡letcher TD, Andrieu H, Hamel P (2013) Understanding, management and modelling of urban hydrology and its consequences for receiving waters: a state of the art. Brazil Theor Appl Climatol 93(3):167РІР‚вЂњ178Р”В®lliott AH, Trowsdale SA (2007) A review of models for low impact urban stormwater drainage. Nat Hazards 82:401РІР‚вЂњ413Р”Вufek AS, Ambrizzi T (2008) Precipitation variability in SР“Р€o Paulo State. J Hydrol Eng 16(3):203РІР‚вЂњ217Р”Вuan W, He B, Nover D et al (2016) Floods and associated socioeconomic damages in China over the last century. Danish Hydraulic Institute, HorsholmР”Вouglas MA, Chelsea AF (2011) Is precipitation in Northern New England becoming more extreme? statistical analysis of extreme rainfall in Massachusetts, New Hampshire, and Maine and updated estimates of the 100-year storm. Danish Hydraulic Institute, HorsholmР”ВHI (2011b) Model Manager. Danish Hydraulic Institute, HorsholmР”ВHI (2011a) Collection system. Central Water Commission (CWC), Directorate of Hydrology, New DelhiР”ВHI (2007) MIKEFLOOD 1D-2D Modeling User Manual. Hydrol Process 26:1517РІР‚вЂњ1526Р”В¬WC (1994) Flood estimation report for lower Ganga plains subzone-1(g). Landsc Urban Plan 105:230РІР‚вЂњ240Р”В¬astellarin AC, Pistocchi A (2012) An analysis of change in alpine annual maximum discharges: implications for the selection of design discharges. Available at Р”В«urns MJ, Fletcherb TD, Walshb CJ, Ladsona AR, Hatt BE (2012) Hydrologic shortcomings of conventional urban stormwater management and opportunities for reform. 60, New YorkР”Р„SCE (1992) Design and construction of urban stormwater management systems, New YorkР”В«eyer HL (2004) HawthРІР‚в„ўs analysis tools for ArcGIS. In: EIC climate change technology, 2006 IEEE 1РІР‚вЂњ9Р”Р„SCE (1982) Gravity sanitary sewer design and construction. This study provides an insight into the importance of 2D model to deal with location-specific flooding problems.Р”Р„risz H, Burrell BC (2006) Urban drainage infrastructure planning and design considering climate change. A multi-purpose detention pond is also designed for groundwater recharge and attenuating the peak of outflow hydrograph at the downstream end during high-intensity rainfall. Model simulation results from MIKE URBAN are shown for an extreme rainfall event of July 29, 2013. Two-dimensional (2D) MIKE URBAN model is primarily used to overcome the limitation of one-dimensional (1D) SWMM in simulating flood extent and flood inundation. SWMM (Storm Water Management Model) and MIKE URBAN models are used to design an efficient drainage system for the study area. MannРІР‚вЂњKendall and SenРІР‚в„ўs slope tests are used to perform the trend analysis of rainfall events using daily rainfall data (1956РІР‚вЂњ2012), while the L-moments-based frequency analysis method is employed to estimate the design storm for a small urbanized area in West Bengal, India, using daily annual maximum rainfall (1975РІР‚вЂњ2013). The present case study deals with providing a solution to stormwater management problem in an urbanized area. To avoid the nuisance of frequent flooding during rainy season, designing an efficient stormwater drainage system has become the need of the hour for present world engineers and urban planners.

Rainguage pcswmm