1 |
Singh, R., Manivannan, D., and Satyanarayana, T., (1994). “Discharge coefficient of rectangular side weirs.” Journal of Irrigation and Drainage Engineering, ASCE, Vol. 120, No. 4, pp. 814-819.
DOI
|
2 |
Subramanya, K., and Awasthy, S.C. (1972). “Spatially varied flow over side-weirs.” Journal of the Hydraulic Division, ASCE, Vol. 98, No. 1, pp. 1-10.
|
3 |
May, R.W.P., Bromwich, B.C., Gasowski, Y., and Rickard, C.E. (2003). Hydraulic Design of Side Weirs. Thomas Telford, London, UK.
|
4 |
Ranga Raju, K.G., Prasad, B., and Gupta, S.K. (1979). “Side weir in rectangular channel.” Journal of the Hydraulics Division, ASCE, Vol. 105, No. 5, pp. 547-554.
|
5 |
이동섭, 김창완(2008). “폭이 넓은 개수로에서의 예언횡월류위어 유량계수 산정.” 대한토목학회논문집, 제28권, 제5B호, pp. 449-458.
|
6 |
Borghei, S.M., Jalili, M.R., and Ghodsin, M. (1999). “Discharge coefficient for Shape-crested side weir in subcritical flow.” Journal of Hydraulic Engineering, ASCE, Vol. 125, No. 10, pp. 1051-1056.
DOI
|
7 |
Cheong, H.F. (1991). “Discharge coefficient of lateral diversion from traperzoidal channel.” Journal of Irrigation and Drainage Engineering, ASCE, Vol. 117, No. 4, pp. 461-475.
DOI
|
8 |
De Marchi, G. (1934). Saggio di teotia de funzionamenta degli stramazzi laterali. L'Energia Electtricia 11 (in Italian).
|
9 |
Hager, W.H. (1987). “Lateral outflow over side weirs.” Journal of Hydraulic Engineering, ASCE, Vol. 113, No. 4, pp. 491-688.
DOI
|
10 |
Honar, T., and Keshavarzi, A. (2009). “Effect of roundededge entrance on discharge coefficient of side weir in rectangular channels.” The Journal of the International Commission on Irrigation and Drainage, Vol. 58, No. 4, pp. 482-491.
DOI
ScienceOn
|
11 |
Jalili, M.R., and Borghei, S.M. (1996). “Discussion of 'Discharge coefficient of rectangular side weir,'by Singh, D. Manivannan and T. Satyanarayana.” Journal of Irrigation and Drainage Engineering, ASCE, Vol. 122, No. 2, p. 132.
DOI
|
12 |
James, W., and Mitri, H. (1982). “Modeling side-weir diversion structures for stormwater management.” Canadian Journal of Civil Engineering, Vol. 9, pp. 197-205.
DOI
|