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.
|