1 |
Mahonri Lee Williams, Mohan Reddy J., and Victor Hasfurther (1993). Calibration of long crested weir discharge coefficient. Wyoming Water Resources Center, University of Wyoming. pp. 23-68
|
2 |
Stuart Styles (1997). Long crested weir design. Retrieved May, 14, 2007, from http://www.itrc.org. Cal Poly Irrigation Training and Research Center. pp. 1-25
|
3 |
Taylor, G. (1968). The performance of labyrinth weirs. PhD thesis, University of Nottingham, Nottingham, England. pp. 12-32
|
4 |
Tullis J. P., Amanian N., and Waldron D. (1995). 'Design of labyrinth spillways.' Journal of hydraulic engineering, Vol. 121, No. 3, pp. 247-255
DOI
ScienceOn
|
5 |
최태훈 (1987). 댐 월류량 증대를 위한 LABYRINTH웨어의 수리 특성에 관한 실험적 연구. 석사학위논문, 연세대학교. pp. 5-26
|
6 |
Amanian, N. (1987). Performance and design of labyrinth spillways. MSc thesis, Utah State University, Logan, Utah. pp. 12-45
|
7 |
Hay, N., and Taylor, G. (1970). 'Performance and design of labyrinth weirs.' American Society of Civil Engineering, Journal of Hydraulic Engineering, Vol. 96, No. 11, pp. 2337-2357
|
8 |
Henry T. Falvey (2003). Hydraulic design of labyrinth weirs. ASCE PRESS. pp.1-39
|
9 |
Kraatz, D. and Mahajan, I. (1975). Small hydraulic structures. Irrigation and Drainage Paper, No. 26/2, Food and Agriculture Organization of the United Nations, Rome. pp. 121-145
|