Related Experiment Video
Updated: Mar 19, 2026

Visualizing Hyporheic Flow Through Bedforms Using Dye Experiments and Simulation
Published on: November 18, 2015
A methodology for linking 2D overland flow models with the sewer network model SWMM 5.1 based on dynamic link
Jorge Leandro1, Ricardo Martins2
1MARE - Institute of Marine Research, Department of Civil Engineering, Faculty of Science and Technology, University of Coimbra, Rua Luís Reis Santos, Campus II - University of Coimbra, Coimbra 3030-788, Portugal and IMAR - Marine and Environmental Sciences Centre, Department of Civil Engineering, Faculty of Science and Technology, University of Coimbra, Rua Luís Reis Santos, Campus II - University of Coimbra, Coimbra 3030-788, Portugal E-mail: leandro@dec.uc.pt; Institute of Hydrology, Water Management and Environmental Techniques, Ruhr-University Bochum, Bochum, Germany.
Abstract:
Pluvial flooding in urban areas is characterized by a gradually varying inundation process caused by surcharge of the sewer manholes. Therefore urban flood models need to simulate the interaction between the sewer network and the overland flow in order to accurately predict the flood inundation extents. In this work we present a methodology for linking 2D overland flow models with the storm sewer model SWMM 5. SWMM 5 is a well-known free open-source code originally developed in 1971. The latest major release saw its structure re-written in C ++ allowing it to be compiled as a command line executable or through a series of calls made to function inside a dynamic link library (DLL). The methodology developed herein is written inside the same DLL in C + +, and is able to simulate the bi-directional interaction between both models during simulation. Validation is done in a real case study with an existing urban flood coupled model. The novelty herein is that the new methodology can be added to SWMM without the need for editing SWMM's original code. Furthermore, it is directly applicable to other coupled overland flow models aiming to use SWMM 5 as the sewer network model.
More Related Videos
13:07Optical Coherence Tomography Based Biomechanical Fluid-Structure Interaction Analysis of Coronary Atherosclerosis Progression
Published on: January 15, 2022
11:00Experimental Investigation of Secondary Flow Structures Downstream of a Model Type IV Stent Failure in a 180° Curved Artery Test Section
Published on: July 19, 2016
Related Concept Videos
Typical Model Studies
Modeling and Similitude
Design Example: Creating a Hydraulic Model of a Dam Spillway
Rapidly Varying Flow
Uniform Depth Channel Flow: Problem Solving
Plane Potential Flows
Uniform...