1 |
김상현, 김봉기, 조임영, 이현동 (2003). "관로시스템의 천이류 해석에 의한 부정류 마찰항 고려방법에 대한 비교연구." 대한환경공학회지, 대한환경공학회, 제25권, 제5호, pp. 602-608.
|
2 |
이미현, 송용석, 김상현 (2006). "단일관망에서 누수효과를 고려한 천이류 분석 및 실험." 상하수도학회지, 상하수도학회, 제20권, 제2호, pp. 139-140.
|
3 |
장일, 김상현, 김지현 (2008). "다양한 부정류 마찰항을 고려한 관망 천이류 모의와 실험연구." 상하수도학회지, 상하수도학회, Vol. 22, No. 6, pp. 657-664.
|
4 |
Adamkowski, A., and Lewandowski, M.L. (2006). "Experimental examination of unsteady friction models for transient pipe flow simulation." Journal of Fluid Engineering, Vol. 128, pp. 1351-1361.
DOI
ScienceOn
|
5 |
Bergant, A., Simpson, A.R., and Vitkovsky, J. (2001). "Developments in unsteady pipe flow friction modelling." Journal of Hydraulic Research, Vol. 39, No. 3, pp. 249-258.
DOI
|
6 |
Boulos, P., Karney, B.W., Wood D.J., and Lingireddy, S. (2005). "Hydraulic transient guidelines for protecting water distribution systems." Journal of American Water Works Association, Vol. 97, No. 5, pp. 111-124.
|
7 |
Brunone, B., and Ferrante, M. (2001). "Detecting leaks in pressurised pipes by means of transients." Journal of Hydraulic Research, Vol. 39, No. 5, pp. 539-548.
DOI
|
8 |
Vitkovsky, J., Stephens, M., Bergant, A., Simpson, A., and Lambert, M. (2006). "Numerical error in weighting function-based unsteady friction models for pipe transients." Journal of Hydraulic Engineering, Vol. 132, No. 7, pp. 709-721.
DOI
|
9 |
Zielke, W. (1968) "Frequency-dependent friction in transient pipe flow." Journal of Basic Engineering, Vol. 67, pp. 109-115.
|
10 |
Brunone, B., Golia, U.M., and Greco, M. (1991). Some remarks on the momentum equations for fast transients. International meeting on hydraulic transients with column seperation, 9th round table, IAHR, Valencia, Spain.
|
11 |
Chaudhry, M.H. (1987). Applied hydraulic transients. 2nd Ed., Van Nostrand Reinhold, New York.
|
12 |
Haaland, S.E. (1983). "Simple and Explicit Formulas for th Friction Factor in Turbulent Pipe Flow." Journal of Fluids Engineering, Vol. 105, pp. 89-90.
DOI
|
13 |
Kim, S. (2008). "Address-oriendted impedance matrix method for generic calibration of heterogeneous pipe network systems." Journal of Hydraulic Engineering, Vol. 134, No. 1, pp. 66-75.
DOI
|
14 |
Ligget, J.A., and Chen, L.C. (1994). "Inverse transient analysis in pipe networks." Journal of Hydraulic Engineering, ASCE, Vol. 120, No. 8, pp. 934-955.
DOI
ScienceOn
|
15 |
Mohapatra, P.K., Chaudhry, M.H., Kassem, A.A., and Moloo, J. (2006). "Detection of partial blockages in a branched piping system by the frequency response method." J. Fluid Eng., Vol. 128, pp. 1106-1114.
DOI
|
16 |
Sattar, A.M., Chaudhry, M.H., and Kassem, A.A. (2008). "Partial blockage detection in pipelines by frequency response method." Journal of Hydraulic Engineering, ASCE, Vol. 134, No. 1, pp. 76-89.
DOI
|
17 |
Ramos, H., and Covas, D. (2003). "Surge damping analysis in pipe systems: modelling and experiments." Journal of Hydraulic Research, Vol. 42, No. 4, pp. 413-425.
|
18 |
Rossman, L.A. (2000). EPANET2 users manual. EPA/ 600/R-00/057, Wat. Sup. &Wat. Resour. Div., National Risk Management Research Laboratory, Cincinati, OH.
|
19 |
Wylie, E.B., and Streeter, V.L. (1993). Fluid transients in systems. Prentice-Hall, Englewood Cliffs, N.J.
|