1 윤태훈, "한국 중소하천의 Clark 모형 도달시간 및 저류상수의 재정의" 대한토목학회 25 (25): 181-187, 2005
2 이지호, "선행함수조건을 고려한 유역대표 집중시간 및 저류상수의 결정" 한국방재학회 11 (11): 255-264, 2011
3 유동훈, "강우강도를 고려한 도달시간 산정식" 한국수자원학회 44 (44): 591-599, 2011
4 Yoo, D. H., "Time of concentration on impervious overland" KWRA 33 (33): 195-205, 2000
5 Kirpich, P. Z., "Time of concentration of small agricultural watersheds" 10 (10): 362-, 1940
6 Kerby, W. S., "Time of concentration for overland flow" 29 (29): 60-, 1959
7 Nash, J. E, "The form of the instantaneous unit hydrograph" 45 (45): 114-121, 1958
8 Hack, J. T., "Studied of lingitudinal profiles in virginia and maryland" USGS 1957
9 Clark, C. O, "Storage and the uni hydrograph" (110) : 1419-1446, 1945
10 Rigon, R., "On Hack's law" 32 (32): 3367-3374, 1996
1 윤태훈, "한국 중소하천의 Clark 모형 도달시간 및 저류상수의 재정의" 대한토목학회 25 (25): 181-187, 2005
2 이지호, "선행함수조건을 고려한 유역대표 집중시간 및 저류상수의 결정" 한국방재학회 11 (11): 255-264, 2011
3 유동훈, "강우강도를 고려한 도달시간 산정식" 한국수자원학회 44 (44): 591-599, 2011
4 Yoo, D. H., "Time of concentration on impervious overland" KWRA 33 (33): 195-205, 2000
5 Kirpich, P. Z., "Time of concentration of small agricultural watersheds" 10 (10): 362-, 1940
6 Kerby, W. S., "Time of concentration for overland flow" 29 (29): 60-, 1959
7 Nash, J. E, "The form of the instantaneous unit hydrograph" 45 (45): 114-121, 1958
8 Hack, J. T., "Studied of lingitudinal profiles in virginia and maryland" USGS 1957
9 Clark, C. O, "Storage and the uni hydrograph" (110) : 1419-1446, 1945
10 Rigon, R., "On Hack's law" 32 (32): 3367-3374, 1996
11 유철상, "Nash 모형의 구조를 이용한 관측유역의 저류상수 및 집중시간 결정" 한국수자원학회 43 (43): 559-569, 2010
12 유철상, "Nash 모형을 이용한 유역 저류상수 및 집중시간의 이론적 검토" 한국수자원학회 42 (42): 235-246, 2009
13 Yoon, T. H., "Improvement of the storage coefficient estimating method for the clark model" KWRA 1334-1339, 2002
14 Yoon, S. Y., "Improvement of the parameter estimating method for the Clark model" KSCE 15 (15): 1287-1300, 1995
15 Yoon, Y. N., "Hydrology" Cheongmoongak Press 2007
16 Laurenson, E. M., "Hydrograph synthesis by runoff routing" Univ. of New South Wales 1962
17 Dooge, J. C. I., "Hydrodynamic derivation of storage parameters of muskingum model" 54 (54): 371-387, 1982
18 Wong, T. S. W, "Generalized formula for time of travel in rectangular channel" 7 (7): 445-448, 2002
19 Yoo, D. H., "Exponential friction factor equations of open channel flow" KSCE 20 (20): 1-10, 2000
20 Kim, H. Y., "Examination of runoff characteristics between sub-basin and entire basin’s: focusing on the storage coefficient and concentration time" University of Korea 2011
21 Russel, S. O., "Estimating design flows for urban drainage" 105 (105): 43-52, 1979
22 Johnstone, D., "Elements of Applied Hydrology" Ronald Press 1949
23 Linsley, R. K, "Discussion of storage and the unit hydrograph by C.O. Clark" 110 : 1452-1145, 1945
24 Jung, S. W., "Development of empirical formulas for the parameter estimation of Clark’s watershed flood routing model" University of Korea 2005
25 Jeong, J. H., "Development of an estimation mathod for storage coefficient" KWRA 135-143, 2006
26 Jeong, J. H., "Design Practices in Water Resources" Kumi Press 2007
27 Singh, V. P, "Derivation of time of concentration" 30 : 147-165, 1976
28 Morgali, J. R., "Computer analysis of overland flow" 91 (91): 81-100, 1965
29 Sabol, G. V, "Clark unit hydrograph and R-parameter estimation" 114 (114): 103-111, 1988
30 Lee, J. S., "A comparative study of conceptual models for rainfall-runoff relationship in small to medium sized watershed-Application to Wi stream basin-" KWRA 30 (30): 279-291, 1997