All Issue

2017 Vol.50, Issue 11 Preview Page
30 November 2017. pp. 759-767
Abstract
References
1
Ahn, J.-H., and Lee, S.-J. (2017). “Development of equations for time of concentration and storage coefficient available for Korean watersheds.” Magazine of Korea Water Resources Association, Vol. 50, No. 1, pp. 26-31.
2
Ajmal, M., and Kim, T.-W. (2015). “Quantifying excess stormwater using SCS-CN-based rainfall runoff models and different curve number determination methods.” Journal of Irrigation and Drainage Engineering, Vol. 141, No. 3, pp. 04014058.
3
Ajmal, M., Moon, G.-W., Ahn, J.-H., and Kim, T.-W. (2015). “Investigation of SCS-CN and its inspired modified models for runoff estimation in South Korea watersheds.” Journal of Hydro-environment Research, Vol. 9, No. 4, pp. 592-603.
4
Baltas, E. A., Dervos, N. A., and Mimikow, M. A. (2007). “Technical note: Determination of the SCS initial abstraction ratio in an experimental watershed in Greece.” Hydrology and Earth System Science, Vol. 11, No. 6, pp. 1825-1829.
5
Beck, H. E., de Jue, R. A. M., Schellekens, J., van Dijk, A. I. J. M., and Bruijnzeel, L. A. (2009). “Improving curve number based strom runoff estimates using soil moisture proxies.” Journal of Selected Topics in Applied Earth Observations and Remote Sensing, Vol. 2, No. 4, pp. 250-259.
6
D’Asaro, F., Grillone, G., and Hawkins, R. H. (2014). “Curve number: empirical evaluation and comparison with curve number hand-book tables in Sicily.” Journal of Hydrologic Engineering, Vol. 19, No. 12, pp. 04014035.
7
Hawkins, R. H. (1993). “Asymptotic determination of runoff curve number from data.” Journal of Irrigation and Drainage Engineering, Vol. 119, No. 2, pp. 334-343.
8
Hawkins, R. H., Ward, T. J., Woodward, D. E., and Van Mullem, J. A. (2009). Curve number hydrology: State of the practice. American Society of Civil Engineers.
9
Jain, M. K., Mishra, S. K., Suresh Babu, P., and Venugopal, K. (2006). “On the Ia-S relation of the SCS-CN method.” Hydrology Research, Vol. 37, No. 3, pp. 261-2875.
10
Kim, J., Yoo, C., Park, M., and Joo, J. (2014). “Evaluation of problems to apply runoff curve number to mountain area in Korea.” Journal of Korean Society of Hazard Mitigation, Vol. 14, No. 5, pp. 293-298.
11
Kowalik, T., and Walega, A. (2015). “Estimation of CN parameter for small agricultural watersheds using asymptotic functions.” Water, Vol. 7, No. 3, pp. 939-955.
12
Ministry of Land, Transport and Maritime Affairs (2012). Design flood estimation guidelines.
13
Mishra, S. K., Sahu, R. K., Eldho, T. I., and Jain, M. K. (2006). “An improving https://static.apub.kr/journalsite/sites/kwra/2017-050-11/N0200501105/images/PIC8DF9.gif-S relationship incorporating antecedent moisture in SCS-CN methodology.” Water Resources Management, Vol. 20, No. 5, pp. 643-660.
14
Mishra, S. K., and Singh, V. P. (2003). Soil Conservation Service Curve Number (SCS-CN) methodology. Kluwer Academic Publishers.
15
Moon, G.-W., Yoo, J.-Y., and Kim, T.-W. (2014). “Comparing calculation techniques for effective rainfalls using NRCS-CN method: focused on introducing weighted average and slope- based CN.” Journal of the Korean Society of Civil Engineers, Vol. 34, No. 4, pp. 1171-1180.
16
Park, D.-H., Ajmal, M., Ahn, J.-H., and Kim, T.-W. (2015). “Improving initial abstraction method of NRCS-CN for estimating effective rainfall.” Journal of Korea Water Resources Association, Vol. 48, No. 6, pp. 491-500.
17
Park, D.-H., Kang, D.-S., Ahn, J.-H., and Kim, T.-W. (2016). “Re-determination of curve number using genetic algorithm and CN aligner equation.” Journal of Korea Water Resources Association, Vol. 49, No. 5, pp. 373-380.
18
Ryu, J., Jung, Y., Kong, D. S., Park, B. K., Kim, Y. S., Engel, B. A., and Lim, K. J. (2016). “Approach of land cover based asymptotic curve number regression equation to estimate runoff.” Irrigation and Drainage, Vol. 65, No. S2, pp. 94-104.
19
Shi, Z.-H., Chen, L.-D., Fang, N.-F., Qin, D.-F., and Cai, C.-F. (2009). “Research on the SCS-CN initial abstraction ratio using rainfall-runoff event analysis in the Three Gorges Area, China.” Catena, Vol. 77, No. 1, pp. 1-7.
20
Sloto, R. A., and Crouse, M. Y. (1996). HYSEP: A computer program for streamflow hydrograph separation and analysis. U.S. Geological Survey.
21
Tedlela, N. H., McCutcheon, S. C., Rasmussen, T. C., Hawkins, R. H., Swank, W. T., Campbell, J. L., Adams, M. B., Jackson, C. R., and Tollner, E. W. (2012). “Runoff curve number for 10 small forested watersheds in the mountains of the eastern United States.” Journal of Hydrological Engineering, Vol. 17, No. 11, pp. 1188-1198.
22
Yuan, Y., Nie, W., McCutcheon, S. C., and Taguas, E. V. (2014). “Initial abstraction and curve numbers for semiarid watersheds in Southeastern Arizona.” Hydrological Processes, Vol. 28, No. 3, pp. 774-783.
Information
  • Publisher :KOREA WATER RESOURECES ASSOCIATION
  • Publisher(Ko) :한국수자원학회
  • Journal Title :Journal of Korea Water Resources Association
  • Journal Title(Ko) :한국수자원학회 논문집
  • Volume : 50
  • No :11
  • Pages :759-767
  • Received Date : 2017-07-06
  • Revised Date : 2017-09-26
  • Accepted Date : 2017-09-26