contributor author | U. Ji | |
contributor author | P. Y. Julien | |
contributor author | S. K. Park | |
date accessioned | 2017-05-08T21:51:06Z | |
date available | 2017-05-08T21:51:06Z | |
date copyright | November 2011 | |
date issued | 2011 | |
identifier other | %28asce%29hy%2E1943-7900%2E0000421.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64241 | |
description abstract | The Nakdong River Estuary Barrage (NREB) prevents salt-water intrusion but causes sedimentation problems in the Lower Nakdong River in South Korea. Its mitigation requires mechanical dredging to maintain the flood conveyance capacity during typhoons. This analysis focuses on the possibility of replacing mechanical dredging with sediment flushing through gate operations changes at NREB. The new approach first defines sediment flushing curves as a function of river stage and discharge. The feasibility of flushing is then assessed from the comparison of the flushing curves with the flow duration curves. The detailed analysis of long-term simulations using a quasi-steady numerical model provides detailed simulation results. The model applications from 1998 to 2003 incorporate tidal effects at 15-min intervals and also include major floods caused by typhoons Rusa in 2002 and Maemi in 2003. Accordingly, about 54% of the mean annual dredging volume could be eliminated by sediment flushing at NREB. The model also quantified the flood stage differences for sediment flushing operations with and without dredging. The resulting stage difference at NREB during floods would be less than 30 cm. | |
publisher | American Society of Civil Engineers | |
title | Sediment Flushing at the Nakdong River Estuary Barrage | |
type | Journal Paper | |
journal volume | 137 | |
journal issue | 11 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)HY.1943-7900.0000395 | |
tree | Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 011 | |
contenttype | Fulltext | |