1 |
Mohammad, M. E., Al-Ansari, N., Issa, I. E. and Knutsson, S. 2016. Sediment in Mosul Dam reservoir using the HEC-RAS model. Lakes & Reservoirs: Research & Management, 21(3): 235-244.
DOI
|
2 |
Niezgoda, S.L. and Johnson, P.A. 2006. Modeling the long term impacts of using rigid structures in stream channel RESTORATION1. JAWRA Journal of the American Water Resources Association, 42(6): 1597-1613.
DOI
|
3 |
Toffaleti, F.B. 1968. A procedure for computation of the total river sand discharge and detailed distribution, bed to surface (No. TR-5). Committee on channel stabilization (ARMY).
|
4 |
USACE, 2016. HEC-RAS river analysis system user's manual, US Army Corps of Engineers.
|
5 |
Yang, C.T. 1973. Incipient motion and sediment transport. Journal of the hydraulics division, 99(10): 1679-1704.
|
6 |
Ziegler, C.K. and Nisbet, B.S. 1995. Long-term simulation of fine-grained sediment transport in large reservoir. Journal of Hydraulic Engineering, 121(11): 773-781.
DOI
|
7 |
Ackers, P. and White, W. R. 1973. Sediment transport: new approach and analysis. Journal of the Hydraulics Division, 99 (hy11).
|
8 |
Englund, F. and Hansen, E. 1967. A monograph on sediment transport in alluvial streams, Teknisk Vorlang, Copenhagen.
|
9 |
Hong, Il, Kang, J.G. and Yeo, H.K. 2012. a study on the channel planfrom change using aerial photographs and topographic map in the Mangyung river, Journal of Korea Water Resources Association, 45(2): 127-136. (in Korean)
DOI
|
10 |
Jeong, A. and Jung, K. 2015. Analysis of long-term riverbed-level and flood stage variation due to water gate operation of multifunctional weirs at geum river, Journal of Korea Water Resources Association, 48(5): 379-391. (in Korean)
DOI
|
11 |
Jeong, W.J., Ji, U. and Yeo, W.K. 2010, Sensitivity analysis of bed changes for different sediment transport formulas using the HEC-6 Model - The Lower Nakdong River, Journal of the Environmental Sciences, 19(10): 1219-1227. (in Korean)
DOI
|
12 |
MLTMA, 2012. The mankyung river master plan, ministry of land, transport, and maritime affairs. (in Korean).
|
13 |
Kim, D.G. and Shin, K.G. 2013. Long-term simulation of reservoir sedimentation considering particle-size distributions of suspended sediment and bed materials, Journal of Korea Water Resources Association, 46(1): 87-97. (in Korean)
DOI
|
14 |
Laursen, E.M. 1958. Total sediment load of streams, Journal of Hydraulics Division, American Society of Civil Engineers, 84(HY1): 1-36.
|
15 |
Meyer-Peter, E. and Muller, R. 1948. Formulas for bed-load transport. In IAHSR 2nd meeting, Stockholm, appendix 2, International Association for Hydro-environment engineering and Research.
|
16 |
MOC, 1976. The mankyung river master plan, ministry of construction. (in Korean)
|
17 |
MOCT, 1993. The mankyung river master plan, Ministry of Construction and Technology, p. 480. (in Korean)
|