1 |
Hager W. H., 1987, Discussion of separation zone at open-channel junctions, by Best J. L. , Reid I., Journal of Hydraulic Engineering, 113(4), ASCE, 539-543
DOI
|
2 |
SMS Reference manual, 1999, Brigham Young University
|
3 |
Chow V. T., 1959, Open channel hydraulics, Mcgraw-Hill, 439-522
|
4 |
박용섭, 2003, 합류부에서 유량 및 접근각도 변화에 따른 수리학적 특성분석, 인천대학교 박사학위 논문
|
5 |
진병호, 2003, 유량 변화에 따른 원환 설치 전 . 후 원형 교각 주위의 수리특성, 홍익대학교 대학원 토목공학과
|
6 |
윤수인, 1996, 만곡하천합류에서의 수공구조물 설치시 흐름특성 분석, 경기대학교 대학원, 토목공 학과
|
7 |
윤태훈, 박종석, 1993, 합류수로부 흐름의 수치해석. 1993년도 학술발표회 논문집, 한국수문학회, 57-64
|
8 |
최계운, 강관원, 1993, 하천 합류점에서 합류각도에 따른 흐름해석. 대한토목학회 학술발표회 개요집(2), 대한토목학회, 127-130
|
9 |
Tyalor E. H., 1944, Flow characteristics at rectangular open channel junctions, Trans., ASCE, 109, 893-902
|
10 |
Webber G., 1966, An investigation of flow behaviour at the junction of rectangular channels, Proceedings, The institution of civil engineers, 34(6901), 321-334
DOI
|
11 |
Behlke C. E., Pritchett H .D., 1966, The design of supercritical flow at channel junctions, highway research record No. 123, Publication 1365, Highway Research Board, National Research Council, Washington D.C. 17-35
|
12 |
Best J. L., Reid I., 1987, Closure by of separation zone at open-channel junction, Journal of Hydralic Engineering, 110(11), ASCE, 1588-1593
|
13 |
Wylie E. B., 1972, Water surface profiles in divided channels, Journal of hydraulic research, 10(3), IAHR, 325-341
DOI
|
14 |
Ito H., Irnai K., 1973, Energy losses at 90 degree pipe junctions, Journal of Hydraulic Division, 99(HY9), ASCE, 1353-1368
|
15 |
Mc Guirk J. J., Rodi W., 1978, A depth-averaged mathematical model for the near field of the side discharge into open-channel flow, J. of Fluid Mechanics, 86(4), 761-781
DOI
ScienceOn
|