EXPERIMENTAL AND NUMERICAL INVESTIGATION OF A DEFICIENT STORMWATER DRAINAGE SYSTEM
Yıl 2024,
Cilt: 25 Sayı: 1, 1 - 13, 28.03.2024
Cem Yılmazer
,
Ahmet Ozan Çelik
Öz
In this paper, a deficient stormwater system was investigated with experimental and numerical methods. The main goal was to obtain an experimentally validated 3D computational fluid dynamics (CFD) model to identify the problems of the system and offer design solutions via numerical modeling. A scaled physical model of the structure was built for CFD validation. The validation was done via comparisons of point pressure statistics, discharge and water levels. Different mesh structures and turbulence closure methods were also tested for verification of the model. The validated model was then used to determine the cause of the problems in the structure. New geometries were tested numerically to suggest solutions to the detected problems. Empirical approaches and also regulations for the stormwater structures were also considered for comparison. Findings of this study suggest that a verified and validated CFD model is an effective tool to investigate special geometries for specific hydraulic structure problems where conventional approaches are insufficient.
Kaynakça
- 1] Saiyudthong C, Guymer I. Simulation of energy loss due to changes in pipe direction across a manhole. 10th National Conference on Civil Engineering 2005; 5-9.
- [2] Zhao CH, Zhu DZ, Rajaratnam N. Computational and experimental study of surcharged flow at a 90 combining sewer junction. J Hydraul Eng 2008; 134(6): 688-700.
- [3] Sousa V, Meireles I, Matos J, Almeida MC. Numerical modelling of air-water flow in a vertical drop manhole. 7th International Conference on Sewer Processes and Networks, 2013.
- [4] Beg NA, Carvalho RF, Lopes P, Leandro J, Melo N. Numerical investigation of the flow field inside a manhole-pipe drainage system. 6th International Symposium on Hydraulic Structures, 2016.
- [5] Motlagh YY, Nazemi AH, Sadraddini AA, Abbaspour A, Motlagh SY. Numerical investigation of the effects of combining sewer junction characteristics on the hydraulic parameters of flow in fully surcharged condition. Water Environ J 2013; 27(3): 301-316.
- [6] Chen Z, Han S, Zhou FY, Wang K. A CFD modeling approach for municipal sewer system design optimization to minimize emissions into receiving water body. Water Resour Manag 2013; 27: 2053-2069.
- [7] Isel S, Dufresne M, Bardiaux JB, Fischer M, Vazquez J. Computational fluid dynamics based assessment of discharge-water depth relationships for combined sewer overflows. Urban Water J 2014; 11(8): 631-640.
- [8] Kaur K, Laanearu J, Annus I. Numerical study of Tallinn storm-water system flooding conditions using CFD simulations of multi-phase flow in a large-scale inverted siphon. IOP Conf. Ser.: Mater. Sci. Eng. 2017; 251: 121-128.
- [9] Beg NA, Carvalho RF, Leandro J. Comparison of flow hydraulics in different manhole types. Proceedings of the 37th IAHR World Congress 2017; 6865: 4212-4221.
- [10] Özölçer IH, Dündar O. Determination of energy loss coefficient of rainwater and sewer manholes with CFD. Fresenius Environ Bull 2017; 26(7): 4716-4725.
- [11] Beg NA, Carvalho RF, Leandro J. Effect of surcharge on gully-manhole flow. J. Hydro-Environ Res 2018; 19: 224-236.
- [12] Wang J, Vasconcelos JG. Manhole cover displacement caused by the release of entrapped air pockets. J Water Manag Model 2018; 26(444): 1-6.
- [13] Beg NA, Carvalho RF, Leandro J. Effect of manhole molds and inlet alignment on the hydraulics of circular manhole at changing surcharge. Urban Water J 2019; 16(1): 33-44.
- [14] Yılmazer C. Investigation of Stormwater Drainage Systems with Experimental and Numerical Methods. MSc, Eskisehir Technical University, Eskisehir, Turkey, 2019.
- [15] Ansys Inc. ANSYS meshing user’s guide. Canonsburg, PA, USA: 2010.
- [16] Ansys Inc. ANSYS CFX – Pre User’s Guide, Release 15. Canonsburg, PA, USA: 2013.
- [17] Fair GM, Geyer JC, Okun DA. Elements of Water Supply and Wastewater Disposal. John Wiley & Sons 1971.
EXPERIMENTAL AND NUMERICAL INVESTIGATION OF A DEFICIENT STORMWATER DRAINAGE SYSTEM
Yıl 2024,
Cilt: 25 Sayı: 1, 1 - 13, 28.03.2024
Cem Yılmazer
,
Ahmet Ozan Çelik
Öz
In this paper, a deficient stormwater system was investigated with experimental and numerical methods. The main goal was to obtain an experimentally validated 3D computational fluid dynamics (CFD) model to identify the problems of the system and offer design solutions via numerical modeling. A scaled physical model of the structure was built for CFD validation. The validation was done via comparisons of point pressure statistics, discharge and water levels. Different mesh structures and turbulence closure methods were also tested for verification of the model. The validated model was then used to determine the cause of the problems in the structure. New geometries were tested numerically to suggest solutions to the detected problems. Empirical approaches and also regulations for the stormwater structures were also considered for comparison. Findings of this study suggest that a verified and validated CFD model is an effective tool to investigate special geometries for specific hydraulic structure problems where conventional approaches are insufficient.
Kaynakça
- 1] Saiyudthong C, Guymer I. Simulation of energy loss due to changes in pipe direction across a manhole. 10th National Conference on Civil Engineering 2005; 5-9.
- [2] Zhao CH, Zhu DZ, Rajaratnam N. Computational and experimental study of surcharged flow at a 90 combining sewer junction. J Hydraul Eng 2008; 134(6): 688-700.
- [3] Sousa V, Meireles I, Matos J, Almeida MC. Numerical modelling of air-water flow in a vertical drop manhole. 7th International Conference on Sewer Processes and Networks, 2013.
- [4] Beg NA, Carvalho RF, Lopes P, Leandro J, Melo N. Numerical investigation of the flow field inside a manhole-pipe drainage system. 6th International Symposium on Hydraulic Structures, 2016.
- [5] Motlagh YY, Nazemi AH, Sadraddini AA, Abbaspour A, Motlagh SY. Numerical investigation of the effects of combining sewer junction characteristics on the hydraulic parameters of flow in fully surcharged condition. Water Environ J 2013; 27(3): 301-316.
- [6] Chen Z, Han S, Zhou FY, Wang K. A CFD modeling approach for municipal sewer system design optimization to minimize emissions into receiving water body. Water Resour Manag 2013; 27: 2053-2069.
- [7] Isel S, Dufresne M, Bardiaux JB, Fischer M, Vazquez J. Computational fluid dynamics based assessment of discharge-water depth relationships for combined sewer overflows. Urban Water J 2014; 11(8): 631-640.
- [8] Kaur K, Laanearu J, Annus I. Numerical study of Tallinn storm-water system flooding conditions using CFD simulations of multi-phase flow in a large-scale inverted siphon. IOP Conf. Ser.: Mater. Sci. Eng. 2017; 251: 121-128.
- [9] Beg NA, Carvalho RF, Leandro J. Comparison of flow hydraulics in different manhole types. Proceedings of the 37th IAHR World Congress 2017; 6865: 4212-4221.
- [10] Özölçer IH, Dündar O. Determination of energy loss coefficient of rainwater and sewer manholes with CFD. Fresenius Environ Bull 2017; 26(7): 4716-4725.
- [11] Beg NA, Carvalho RF, Leandro J. Effect of surcharge on gully-manhole flow. J. Hydro-Environ Res 2018; 19: 224-236.
- [12] Wang J, Vasconcelos JG. Manhole cover displacement caused by the release of entrapped air pockets. J Water Manag Model 2018; 26(444): 1-6.
- [13] Beg NA, Carvalho RF, Leandro J. Effect of manhole molds and inlet alignment on the hydraulics of circular manhole at changing surcharge. Urban Water J 2019; 16(1): 33-44.
- [14] Yılmazer C. Investigation of Stormwater Drainage Systems with Experimental and Numerical Methods. MSc, Eskisehir Technical University, Eskisehir, Turkey, 2019.
- [15] Ansys Inc. ANSYS meshing user’s guide. Canonsburg, PA, USA: 2010.
- [16] Ansys Inc. ANSYS CFX – Pre User’s Guide, Release 15. Canonsburg, PA, USA: 2013.
- [17] Fair GM, Geyer JC, Okun DA. Elements of Water Supply and Wastewater Disposal. John Wiley & Sons 1971.