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Volumn , Issue , 2005, Pages 263-274

Sedimentation studies for dam removal using HEC-6T

Author keywords

[No Author keywords available]

Indexed keywords

DAM REMOVALS; HEC-6T; SEDIMENTATION ENGINEERING;

EID: 27744474588     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (2)

References (12)
  • 1
    • 0020573224 scopus 로고
    • Flow depth in sand-bed channels
    • ASCE
    • Brownlie, William R. (1983). "Flow Depth in Sand-Bed Channels." Journal of Hydraulic Engineering, ASCE, Vol 109, No 7, 959-990.
    • (1983) Journal of Hydraulic Engineering , vol.109 , Issue.7 , pp. 959-990
    • Brownlie, W.R.1
  • 4
    • 0003334101 scopus 로고
    • Determination of the manning coefficient from measured bed roughness in natural channels
    • Prepared in cooperation with the California Department of Water Resources, US Government Printing Office, Washington DC.
    • Limerinos, J. T. (1970). "Determination of the Manning Coefficient from Measured Bed Roughness in Natural Channels." Geological Survey Water-Supply Paper 1898-B. Prepared in cooperation with the California Department of Water Resources, US Government Printing Office, Washington DC.
    • (1970) Geological Survey Water-supply Paper , vol.1898 B
    • Limerinos, J.T.1
  • 5
    • 0003424810 scopus 로고    scopus 로고
    • Wildland Hydrology, Pagosa Springs, CO.
    • Rosgen, Dave. (1996). Applied River Morphology. Wildland Hydrology, Pagosa Springs, CO.
    • (1996) Applied River Morphology
    • Rosgen, D.1
  • 7
    • 27744503500 scopus 로고    scopus 로고
    • Bank failure calculations in HEC-6T
    • Sedimentation in Stream Networks (HEC-6T). MBH Software, Inc. PO Box 264, Clinton, MS.
    • Thomas, William A. (2002). "Bank Failure Calculations in HEC-6T," Engineering Description, Sedimentation in Stream Networks (HEC-6T). MBH Software, Inc. PO Box 264, Clinton, MS.
    • (2002) Engineering Description
    • Thomas, W.A.1
  • 8
    • 27744550583 scopus 로고    scopus 로고
    • Mount St. Helens engineering reanalysis, hydrologic, hydraulics, sedimentation and risk analysis
    • Design Documentation Report, Portland District, Portland, OR
    • US Army Corps of Engineers, Portland. (2002). "Mount St. Helens Engineering Reanalysis, Hydrologic, Hydraulics, Sedimentation and Risk Analysis." Final Report, Design Documentation Report, Portland District, Portland, OR.
    • Final Report
  • 10
    • 0010717178 scopus 로고
    • EM 1110-2-1418, Engineering and Design Manual. Washington, DC.
    • US Army, Corps of Engineers. (1994). "Channel Stability Assessment for Flood Control Projects." EM 1110-2-1418, Engineering and Design Manual. Washington, DC.
    • (1994) Channel Stability Assessment for Flood Control Projects
  • 11
    • 27744540329 scopus 로고
    • Prepared for US Army Corps of Engineers, Vicksburg, MS. Water Engineering and Technology, Inc. Ft. Collins, CO.
    • Water Engineering and Technology. (1987). "Recommended Improvements for Stabilization of Hotopha Creek Watershed." Prepared for US Army Corps of Engineers, Vicksburg, MS. Water Engineering and Technology, Inc. Ft. Collins, CO.
    • (1987) Recommended Improvements for Stabilization of Hotopha Creek Watershed


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.