1 |
祉団法人 国際建設技術協会 (2003) 洪水ハザ一ドマツプ マ二ュアル概要版, p. 65.
|
2 |
俣賀円, 鬼束幸樹, 秋山壽一郎, 常松智博 (2005) 有限の場 高を有する横横越流堰の流量係数, 土木学会西部支部研究 発表会講演概要集, II-63
|
3 |
김지호, 이호열, 김윤태, 송재우 (2004) Off-line 저류지 횡월류위어의 적정유량계수 제안, 대한토목학회정기학술대회 논문집, 대한토목학회, pp. 946-951.
|
4 |
박태선 (2002) 구형 수로내 횡월류 흐름의 특성, 한국수자원학회 논문집, 한국수자원학회, 제35권, 제3호, pp. 251-259.
|
5 |
여창건, 김지호, 이호열, 송재우 (2004) 횡월류위어의 유량계수에 관한 실험적 연구, 한국수자원학회학술발표회 초록집, 한국수자원학회, p. 98.
|
6 |
이세범 (1983) 횡위어의 유출특성에 관한 실험적 연구, 석사학위논문, 전남대학교.
|
7 |
鬼束幸樹, 秋山壽一郎, 常松智博 武田雅俊 (2004) 接近流 が常流の場合における横越流堰の流量式, 水工学論文集, 第48巻, pp. 529-534.
|
8 |
Borghei, S.M., Jalili, M.R. and Ghodsian, M. (1999) Discharge coefficient for sharp-crested side weir in subcritical flow, Journal of Hydraulic Engineering, ASCE, Vol. 125, No. 10, pp. 1051- 1056.
DOI
|
9 |
常松智博, 浦 勝 秋山壽一郎, 鬼束幸樹, 河東礼 (2003) 横越流堰における流量係数に関る研究, 土木学会西部研究 発表会講演概要集, II-100.
|
10 |
山本晃一, 末次忠司, 他1名 (1984) 越水堤防調査最終報告書 一越流水の水理特性と越水堤防調査最終報告書 一越流水の水理特性と越水堤防の導入に作う問題点の検時一, 土研資料.
|
11 |
Cheong, H.F. (1991) Discharge coefficient of lateral diversion from trapezoidal channel, Journal of Irrigation and Drainage Engineering, ASCE, Vol. 117, No. 4, pp. 461-475.
DOI
|
12 |
Coleman, G.S. and Smith, D. (1923) The discharging capacity of side weirs. Selected Engineering Paper No. 6, Institute of Civil Engineers, London.
|
13 |
Das, A. (1997) Spatially varied flow over an embankment side weir, Journal of Irrigation and Drainage Engineericg, ASCE, Vol. 123, No. 4, pp. 314-317.
DOI
ScienceOn
|
14 |
El-Khashab, A., (1975) Hydraulics of flow over side weirs, Ph.D. dissertation, University of Southampton, Southampton, U.K.
|
15 |
El-Khashab, A., and Smith, K.V.H. (1976) Experimental investigation of flow over side weirs, Journal of Hydraulics Division, ASCE, Vol. 102, No. 9, pp. 1255-1268.
|
16 |
Onitsuka, K., Akiyama, J., Mataga, M. and Tsunematsu, T. (2005) Discharge coefficient of side-weir with zero height in subcritical open-channel flows, 31th Congress of IAHR, Korea, pp.2508-2516.
|