Evaluation and Analysis of Characteristics for Hazen-Williams C Based on Measured Data in Multi-Regional Water Supply Systems |
Kim, Bumjun
(Korea Infrastructure Safety Corporation)
Choi, Myungwon (Korea Infrastructure Safety Corporation) Kim, Gilho (Korea Institute Of Civil Engineering And Building Technology) Kim, Hungsoo (Inha University) |
1 | Allen, R. G. (1996). Relating the Hazen-Williams and Darcy-Weisbach friction loss equations for pressurized irrigation, Applied Engineering in Agriculture, Vol. 12(6), pp 685-693. DOI |
2 | American Water Works Association (2009). Ductile - Iron Pipe and Fittings : Manual of Water Supply Practices M41, USA, pp 153. |
3 | American Water Works Association (2010). Steel Pipe - A Guide for Design and Installation : Manual of Water Supply Practices M11, USA, pp 29. |
4 | Bombardelli, F. A., Garcia, M. H. (2003). Hydraulic Design of Large- Diameter Pipes, Journal of Hydraulic Engineering, Vol 139, No. 11, pp 839-846. |
5 | Brebbia, C. A. (1983). Computational Hydraulics, USA, pp 54. |
6 | Cho, W. C., Lee, J. S., Park, H. C. (1993). "A Comparative Study on the Moody Diagram and Resent Formula for the Evaluation of Friction Factor", Journal of The 35th Water Engineer Research Conference, Korea Water Resources Association. |
7 | Christensen, B. A. (2000). Discussion on 'Limitations and Proper Use of the Hazen-Williams Equation', Journal of Hydraulic Engineering, Vol 126, pp 167-168. DOI |
8 | Dongyang Steel Pipe Company (2009). Steel Pipeline Handbook, pp 57. |
9 | Hyosung Ebara Company (2006). Hyosung Pump Handbook, pp 156-157. |
10 | Kim, J. H., Kim, Z. W., Lee, H. D., Kim, S. H. (1996). Development of Rehabilitation and Management Techniques for Old Water Distribution System, Journal of Korea Water Resources Association, Vol. 29, No. 3, pp 197-205. |
11 | Kim, K. Y. (2005). Water Hammer Analysis and Empirical Test in Bu-An Dam Metropolitan Main Water System, K-water, pp 392-393. |
12 | Kim, Y. H., Lim, J. S., Park, Y. J. (1996). Study on Estimating Hazen-Williams Coefficient in Branching Pipeline System, Journal of Korean National Committee on Irrigation and Drainage, Vol. 3, No. 2, pp 44-52. |
13 | Korea Csat Iron Pipe Company (2012). Design & Installation of Ductile Iron Pipe, pp 150-152. |
14 | Korea Water and Wastewater Works Association (2004). A Guide for Design and Installation of Waterworks, pp 184. |
15 | Korea Water and Wastewater Works Association (2010). A Guide for Design and Installation of Waterworks, pp 189. |
16 | Kwon, H. J., Yu, M. G., Choi, S. C., Kim, D. G., Ji, H. G. (2014). "The Disign Criteria of Velocity Coefficient for Water Main", KSCE 2014 Convention, Korean Society of Civil Engineers. |
17 | Larock B. E., Jeppson, R. W., Watters, G. Z. Hydraulics of Pipeline Systems, USA. pp 13. |
18 | Lee, H. D. (1995). Development of Decision-Support System for Water Pipeline Rehabilitation, K-water. |
19 | Locher, F. A. (2000). Discussion on 'Limitations and Proper Use of the Hazen-Williams Equation', Journal of Hydraulic Engineering, Vol 126, pp 168-169. DOI |
20 | Son, K. I. (1996). Predicting Flow Resistance Coefficients in Water Supply Mains, Journal of Korea Water Resources Association Vol. 29, No. 4, pp 223-231. |
21 | Swanson, H. V., Reed, M. S. (1963). Comparison of flow for concrete pipe, American Water Works Association. |
22 | Walski, T. M., Sharp, W. W., Shieldsm, F. D. (1988). Prediction Internal Roughness in Water Mains, Miscellaneous Paper EL-88-2, US Army Engineering Waterways Experiment Station. |
23 | Webber, N. (1965). Fluid mechanic for civil engineer, E. & F. N. Spon, London. |
24 | Park, H. Y. (2005). Introduction of Water Hammer Analysis, Dongmyeongsa, pp 42. |
25 | Won, T. Y., Jung, S. W. (2013). SPSS PASW Statistics 18.0 Statistical Research Analysis, Hannarae Academy, pp 339. |
26 | Yu, D. H., Won, Y. S. (1997). Comparison of Pipe Friction Factor Formulas, Journal of Korean Society of Civil Engineers, Vol. 17, No. II-3, pp 185-195. |