References
- Arcement, G. J. and Schneider, V. R. (1989). Guide for selecting manning's roughness coefficients for natural channels and flood plains, USGS, Vol. 2339.
- Chow, V. T. (1959). Open-channel hydraulics, McGraw-Hill Book Co., New York, NY.
- Cowan, W. L. (1956). "Estimating hydraulic roughness coefficient." Agricultural Engineering, Vol. 37, No. 7, pp. 473-475.
- Fathi-Maghadam, M. and Kouwen, N. (1997). "Nonrigid, nonsubmerged, vegetative roughness on floodplains." Journal of Hydraulic Engineering, ASCE, Vol. 123, No. 1, pp. 51-57. https://doi.org/10.1061/(ASCE)0733-9429(1997)123:1(51)
- Fenzl, R. N. (1962). Hydraulic resistance of broad shallow vegetated channels, Ph. D. Thesis, University of California, Davis, Calif.
- Graf, W. H. and Chhun, V. H. (1976). "Manning's roughness for artificial grasses." Journal of Irrigation and Drainage Division, ASCE, Vol. 102, No. 4, pp. 413-423.
- Jarret, R. D. and Petsch, H. E. Jr. (1985). Computer program NCALC user's manual - Verification of manning's roughness coefficient in channels, USGS, Water Resources Investigation, Report, pp. 85-4317.
- Kim, J. S., Kim, Y. J., Lee, C. J. and Kim, W. (2009). "Estimation of bed resistance in gravel-bed rivers using the equivalent roughness height." Journal of Korea Water Resources Association, KWRA, Vol. 42, No. 8, pp. 619-629 (in Korean). https://doi.org/10.3741/JKWRA.2009.42.8.619
- Kim, J. S., Lee, C. J. and Kim, W. (2007). "Calculation of roughness coefficient in gravel-bed river with observed water levels." Journal of Korea Water Resources Association, KWRA, Vol. 40, No. 10, pp. 755-768 (in Korean). https://doi.org/10.3741/JKWRA.2007.40.10.755
- Kim, T. B., Bae, H. D. and Choi, S. U. (2010). "Development and application of depth-integrated 2-D numerical model for the simulation of hydraulic characteristics in vegetated open-channel" Journal of the Korean Society of Civil Engineers, KSCE, Vol. 30, No. 6, pp. 607-615 (in Korean).
- Kouwen, N. and Li, R. M. (1980). "Biomechanics of vegetative channel linings." Journal of Hydraulic Division, ASCE, Vol. 106, No. HY6, pp. 1085-1103.
- Kouwen, N., Li, R. M. and Simons, D. B. (1981). "Flow resistance in vegetated waterways." Transactions, ASAE, Vol. 24, No. 3, pp. 684-698. https://doi.org/10.13031/2013.34321
- Lee, C. J., Kim, J. S., Kim, C. Y. and Kim, D. G. (2008). "Application of slope-area discharge estimation method using continuously observed water level data in a gravel bed river-case study of the dal cheon river." Journal of Korea Water Resources Association, KWRA, Vol. 41, No. 5, pp. 503-515 (in Korean). https://doi.org/10.3741/JKWRA.2008.41.5.503
- Lee, D. S., Lee, D. H. and Kim, C. W. (2009). "Evaluation of roughness coefficient following the variations of velocity and stage for phragmites japonica steud." Journal of the Korean Society of Civil Engineers, KSCE, Vol. 24, No. 1B, pp. 23-32 (in Korean).
- Lee, J. K. and Lee, C. H. (2004). "Estimation of roughness coefficients in downstream part of the han river using a hydraulic flood routing model." Journal of the Korean Society of Civil Engineers, KSCE, Vol. 24, No. 1B, pp. 23-32 (in Korean).
- Lee, S. J. and Park, S. W. (2006)."A study on roughness coefficient estimations in gravel bed stream without water level-discharge data." Journal of Korea Water Resources Association, KWRA, Vol. 39, No. 12, pp. 985-996 (in Korean). https://doi.org/10.3741/JKWRA.2006.39.12.985
- Ree, W. O. and Palmer, V. J. (1949). Flow of water in channels protected by vegetative linings, Tech. Bull. No. 967, Soil Conservation Service, U.S. Department of Agriculture, Washington, D.C.
- Temple, D. M., Robinson, K. N., Ahring, R. M. and Davis, A. G. (1987). Stability design of grass-lined open channels. Handbook 667, Agricultural. Research. Service, U.S. Department of Agriculture, Washington, D.C.
- Wu, F. C., Shen, H. W. and Chou, Y. J. (1999). "Variation of roughness coefficients for unsubmerged and submerged vegetation." Journal of Hydraulic Engineering, ASCE, Vol. 125, No. 9, pp. 934-942. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:9(934)