1 |
Sarma, K. V. N., Lakshminnarayana, P., and Roa, N. S. L. (1983). 'Velocity distribution in smooth rectangular open channels.' J. of Hydraulic Engineering, ASCE, 109(2), pp. 270-289
DOI
|
2 |
USGS (1982). Measurement and computation of stream flow; Vol. 1, Measurement of singe and discharge, U.S. Geological Survey Water Supply Paper 2175
|
3 |
Yang, S. Q., Tan, S. K, and Lim, S. Y. (2004). 'Velocity distribution and dip-phenomenons in smooth uniform open channel flows.' J. of Hydraulic Engineering, ASCE, 130(12), pp. 1179-1186
DOI
ScienceOn
|
4 |
Chow, V. T. (1959). Open channel hydraylics, McGraw-Hill
|
5 |
Coles, D. (1956). 'The law of the wake in the turbulent boundary layer.' J. of Fluid Mechanics, 1, pp. 191-226
DOI
|
6 |
Henderson, F. M (1966). Open channel flow. Macmillan, New York
|
7 |
Murphy, C. (1904). 'Accuracy of stream measurement.' Water Supply and Irrigation Paper, 95, pp. 111-112
|
8 |
Nezu, I., and Nakagawa, H. (1993). Turbulence in open-chmnel flows, IAHR Monograph series, Balkema, Roterdam
|
9 |
Pope, S. B. (2000). Turbulent flows, Cambridge University Press
|
10 |
Rajaratnam, M., and Muralidhar, D. (1969). 'Boundary shear distribution in rectangular open channels.' La Houille Balanche, 24(6), pp.603-609
|
11 |
Rood, E. P., and Katz, J. (1994). 'Free-surface turbulence.' ASME-FED, 181, pp. 1-14
|
12 |
한국건설기술연구원 (2002). 지표수조사기술개발 보고서; 1차년도, 수자원의 지속적인 확보기술 개발 사업단
|
13 |
Cheng, R. T., and Gartner J. W. (2003). 'Complete velocity distribution in river cross-sections measured by acoustic instruments.' Proceedings cf the IEEE/DES 7th Working Conference in Current Measurement Technology, pp. 21-26
|