Bridge Blockage and Overbank Flow Simulations Using HEC-RAS in the Keelung River during the 2001 Nari Typhoon

Journal of Hydraulic Engineering

Volumn 132, Issue 3, 2006, Pages 319-323

  Lee, Kwan Tun ^a   Ho, Yao Hsien ^a,b   Chyan, Yuh Ju ^a  

^a NATIONAL TAIWAN OCEAN UNIVERSITY   (Taiwan)

^b 10th River Management Bureau   (Taiwan)

Author keywords

Bridges; Floods; Overflow; Rivers; Taiwan; Typhoons; Unsteady flow

Indexed keywords

CONTAINERS; HURRICANES; RAILROADS; RIVERS; STORMS; UNSTEADY FLOW; BRIDGE PIERS; CATCHMENTS; COMPUTER SIMULATION; DEBRIS; FLOODS; MATHEMATICAL MODELS; RAILROAD BRIDGES; RAILROAD TUNNELS; WEIRS;

BLOCKINGS; FLOOD PLAINS; FLOODINGS; HYDROLOGIC ENGINEERING CENTER-RIVER ANALYSIS SYSTEMS; OVERBANK FLOW; OVERFLOW; RAILWAY BRIDGES; RIVER BASINS; SHIPPING CONTAINERS; TAIWAN;

FLOODS; FLOW OF WATER;

BRIDGE BLOCKAGE; OVERBANK FLOW; TAIWAN;

BRIDGE PIERS; CATCHMENTS; COMPUTER SIMULATION; DEBRIS; FLOODS; FLOW OF WATER; MATHEMATICAL MODELS; RAILROAD BRIDGES; RAILROAD TUNNELS; RIVERS; STORMS; UNSTEADY FLOW; WEIRS;

CHANNEL FLOW; FLOOD; OVERBANK FLOW; TYPHOON;

ASIA; EURASIA; FAR EAST; KEELUNG RIVER; TAIWAN;

EID: 33144467106     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2006)132:3(319)     Document Type: Article

References (9)

1. Hydrologic Engineering Center (HEC). (2002a). HEC-RAS River analysis system, version 3. 1-User's manual, U. S. Army Corps of Engineers, Calif.
2. Hydrologic Engineering Center (HEC). (2002b). HEC-RAS River analysis system, version 3. 1-Hydraulic reference manual, U. S. Army Corps of Engineers, Calif.
3. Lee, K. T. (1998). "Generating design hydrographs by DEM-assisted geo-morphic runoff simulation: A case study. " J. Am. Water Resour. Assoc., 34(2), 375-384.
4. Lee, K. T., Chang, C.-H., Yang, M.-S., and Yu, W.-S. (2001). "Reservoir attenuation of floods from ungauged basins. " Hydrol. Sci. J., 46(3), 349-362.
5. Lee, K. T., and Yen, B. C. (1997). "Geomorphology and kinematic-wave-based hydrograph derivation. " J. Hydraul. Eng., 123(1), 73-80.
6. Rodriguez-Iturbe, I., and Valdes, J. B. (1979). "The geomorphologic structure of hydrologic response. " Water Resour. Res., 15(6), 1409-1420.
7. Snyder, F. F. (1938). "Synthetic unit-graphs. " Trans., Am. Geophys. Union, 19, 447-454.
8. Soil Conservation Service. (1957). "Use of storm and watershed characteristics in synthetic hydrograph analysis and application. " U. S. Dept. of Agriculture, Washington, D. C.
9. Yen, B. C., and Lee, K. T. (1997). "Unit hydrograph derivation for ungauged watersheds by stream-order laws. " J. Hydrologic Eng., 2(1), 1-9.