#Pcswmm vs. epa swmm full
#Pcswmm vs. epa swmm professional

The discussion will also include an overview of Chapter 11 of the Australian Rainfall and Runoff Project 15 (Two Dimensional Modelling of Urban and Rural Floodplains) Stage 1/2 Report. We will also explore the implications for roughness and infiltration when applying rainfall directly onto the 2D domain. This webinar will help you improve your skills and understanding of 2D modelling by learning when to take this popular approach and what key issues need to be considered. How does the Direct Rainfall approach compare to traditional methods?Д«ill Syme will be joining us again sharing his experience with 2D modelling to help expand upon the theory and practical applications.When should a Direct Rainfall approach be used, and when should it not?.The zipped file contains the self-installing program, support files, example files, and release notes. This version is the official release of the older SWMM4 program, but it's somewhat out of date. Are you confident that you are considering the appropriate losses in your Direct Rainfall model? SWMM 4.3 1994.05 - Official US EPA version.This approach is often used as an alternative to catchment based, 1D hydrological modelling and is increasing in popularity. The present case study deals with providing a solution to stormwater management problem in an urbanized area. Hailiang has published over 15 scientific papers and acts as peer-reviewer for three technical journals.In this webinar we take a look at the direct rainfall approach or вЂњrain on gridвЂќ. 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. Hailiang has working knowledge of the following modeling packages: PCSWMM, InfoWorks ICM, TUFLOW, RMA2/RMA4, CE-QUAL-W2, EFDC, Delft3D, TELEMAC-2D/3D, InfoWater, EPANET, Bentley Hammer, and has developed over 60 tools in 10 programming languages for model pre- and post-processing. He has developed techniques to couple automated model runs with optimization algorithms to enable efficient sensitivity and calibration studies. His expertise includes 1D, 2D, and 3D hydrodynamic and water quality modeling for riverine/lake systems, hydraulic modeling for stormwater, and sanitary sewer systems. He has applied modeling techniques for various hydraulic structures design analysis and environmental assessment studies. Prior to joining CHI in 2017, Hailiang was a water resources modeling specialist with GHD.

#Pcswmm vs. epa swmm professional

Hailiang is a licensed professional engineer in Ontario with over 8 years of experience and has expertise in modeling for various applications. If you have any questions or comments, please contact our workshop coordinator.

#Pcswmm vs. epa swmm full

You will receive full workshop details with the course login details, prior to the workshop. During this course you will have an opportunity to learn from a live instructor during scheduled live sessions. PCSWMM will be used throughout the workshop to speed learning and program execution and enhance understanding the underlying EPA SWMM5 processes. Participants will develop the necessary skill and confidence to explore and apply the official EPA SWMM5 hydrology/hydraulics engine effectively in a 2D modeling capacity During the workshop, attendees will have an opportunity to work-through a variety of 2D modeling applications including major-minor conveyance systems and flooding resulting from riverbank overtopping. Special emphasis will be placed on the workflow for building and inferring results from a 2D model using tools available within the PCSWMM interface. This workshop provides an in-depth look into the theory and applications of PCSWMMвЂ™s approach to 2D modeling using EPA SWMM5. Integrated 1D-2D models can aid engineers in identifying flood risk, especially in situations where the flood flow paths are not clearly defined or consistent between flood events, such as in uncontained areas where there are multiple distinct obstructions (e.g., buildings, walls, etc.).

Integrated 1D-2D modeling is useful for flood analysis of both urban and rural watersheds and can provide a greater understanding of flood flow behavior when compared to a strictly 1D modeling approach.