Numerical simulation of flow on circular crested stepped spillway

• Published in: Applied water science 2022-09, Vol.12 (9), p.1-10, Article 215
• Main Authors: Parsaie, Abbas, Shareef, Saleh Jaafer Suleiman, Haghiabi, Amir Hamzeh, Irzooki, Raad Hoobi, Khalaf, Rasul M.
• Format: Article
• Language: English
• Subjects: Aquatic Pollution; CFD simulation; Comparative Law; Dam construction; Dam engineering; Discharge capacity; Discharge coefficient; Distribution; Drainage engineering; Earth and Environmental Science; Earth Sciences; Energy dissipation; Energy exchange; Flow distribution; Flow pattern; Fluid flow; Free surfaces; Hydraulic properties; Hydraulic structures; Hydrogeology; Industrial and Production Engineering; International & Foreign Law; Mathematical models; Nanotechnology; Original Article; Pressure; Pressure distribution; Private International Law; River engineering; Simulation; Skimming flow; Spillway; Spillways; Streamlines; Turbulence; Turbulence intensity; Turbulent flow; Waste Water Technology; Water Industry/Water Technologies; Water Management; Water Pollution Control
• ISSN: 2190-5487; 2190-5495
• DOI: 10.1007/s13201-022-01737-w

The spillways are one of the most important hydraulic structures used in river engineering, dam construction, irrigation, and drainage engineering projects. Recently, a new type of such spillways with a circular crest has been proposed. In this paper, the hydraulic properties of the circular crested stepped spillway (CCSS) including flow pattern, distribution of velocity on the crest and pressure, turbulence intensity, discharge coefficient ( C d ) and energy dissipation ratio (EDR) were investigated numerically. To model the free surface of flow the volume of fluid technique, and for modeling the turbulence of flow, k − ε (RNG) was utilized. Results declared that there is a good agreement between the laboratory observations and numerical simulation. The C d of the CCSS changes between 0.9 and 1.4 considering the range of relative upstream head ( h up / R ) between 0.33 m and 2.67. The observation of the flow streamlines showed that they are tangential to the curvature of the crest and there is no separation of the flow from the crest. Examination of the pressure distribution on the CCSS model shows that just downstream part of the crest, the pressure is partially negative. Of course, the same partial negative pressure is observed on the edge of the steps. The steps increase the maximum intensity turbulence by 50%. The CCSS can dissipate the energy of flow between 90 and 30%, and in the skimming flow regime, the portion of each step in the energy dissipation regardless of their position is almost identical.