References
- ASCE and WPCF. (1970). Design and construction of sanitary and storm sewers, American Society of Civil Engineers Manuals and Reports on Engineering Practices, No. 37.
- Butler, D. and Clark, P. (1995). Sediment Management in Urban Drainage Catchments (No. 134).
- Brombach, H., Michelbach, S., and Wohrle, C. (1992). Sedimentation- und Remobilisierungs vorgange NEIDERSCHLAG, Eigenverlag Umwelt- und fluidtechnik GmbH, Bad Mergentheim.
- CIRIA. (1986). Sediment Movement in Combined Sewerage and Storm-water Drainage Systems. Phase 1. Project Report.
- Ebtehaj, I., Bonakdari, H. and Zaji, A.H. (2018). A new hybrid decision tree method based on two artificial neural networks for predicting sediment transport in clean pipes, Alex. Eng. J., 57, 1783-1795. https://doi.org/10.1016/j.aej.2017.05.021
- Kim Y.R., Whang S.H., Yoon S.Y., Shim J.Y., and Jung J.A., Seoul Metropolitan Government. (2013). Performance analysis and quality improvement measure of comprehensive sewage pipe rehabilitation projects.
- Lindholm, O.G. (1984). "Pollutant loads from combined sewer systems", Proceedings of the 3rd International Conference on Urban storm drainage, Gothenburg, Sweden, Almqvist & Wiksell International, 1602-1616.
- Lysne, D.K. (1969). Hydraulic design of self-cleaning sewage tunnels, J, Sanit. Eng. Division, 95(SA1), 17-36. https://doi.org/10.1061/JSEDAI.0000937
- Macke, E. (1982). "About sedimentation at low concentrations in partly filled pipes", Mitteilungen, LeichtweissDInstitut fuE r Wasserbau der Technischen, UniversitaE t Braunschweig., Braunschweig, Deutsche.
- May, R.W., Ackers, J.C., Butler, D., and John, S. (1996). Development of design methodology for self-cleansing sewers, Water Sci. Technol., 33(9), 195-205. https://doi.org/10.2166/wst.1996.0210
- Merritt, L.B. (2009). Tractive force design for sanitary sewer self-cleansing, J. Environ. Eng., 135(12), 1338-1347. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000105
- Najafzadeh, M. and Bonakdari, H. (2016). Application of a neuro-fuzzy GMDH model for predicting the velocity at limit of deposition in storm sewers, J. Pipeline Syst. Eng. Pract., 8(1), 06016003. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000249
- Park, K.H., Oh, J.I., Yoo, S.Y., Kang, B.J., Lee, T.H., Kang, S.J., and Kim, S.M., Korea Water and Wastewater Works Association. (2017). Study of sewage direct input plan in the combined sewer zone.
- Pisano, W.C., Barsanti, J., Joyce, J., Sorensen, H., and Fan, C.Y. (1998). Sewer and tank sediment flushing, case studies, US EPA, Office of research and development, National Risk Management Research Laboratory, USA.
- Scandiaconsult (1974). Synopsis of Research Programme for Self-cleansing Sewers. Stockholm: Orrje.
- Vongvisessomjai, N., Tingsanchali, T., and Babel, M.S. (2010). Non-deposition design criteria for sewers with part-full flow, Urban Water J., 7(1), 61-77. https://doi.org/10.1080/15730620903242824
- Yao, K.M. (1974). Sewer line design based on critical shear stress, J. Environ. Eng. Division, 100(2), 507-520. https://doi.org/10.1061/JEEGAV.0000175
- Korea Institute of Civil Engineering and Building Technology. (2014). Development of odor control technology and policy making in sewer Pipe, 414-111-008, 2.
- Ministry of Environment. (2015). Manual of design, construction and maintenance for sewage odor reduction Ffacilities, Plan for case study of sewer odor mitigation in city center, 1.
- Ministry of Environment. (2017). Sewer design standards, KDS, 64 40 00 : 2017, 45.
- Seoul Metropolitan Government. (2009). The optimal minimum flow rate for preventing the deposition of the combined sewer pipe in DWF condition according to change of reoccurrence interval, 225-233
- Seoul Metropolitan Government. (2017). 2030 Sewer rehabilitation master plan, N-11.
Cited by
- Improving the Minimum Design Velocity of Sewage Pipes vol.21, pp.5, 2019, https://doi.org/10.9798/kosham.2021.21.5.263