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Volumn 136, Issue 6, 2010, Pages 379-384

Sensitivity of field data estimates in one-dimensional hydraulic modeling of channels

Author keywords

Field method protocol; Hydraulic model; Parameter sensitivity

Indexed keywords

CROSS SECTION; DATA COLLECTION; DISCRETIZATIONS; ESTIMATION TECHNIQUES; FIELD DATA; FIELD METHOD PROTOCOL; FIELD METHODS; FLOODPLAIN ROUGHNESS; HIGHER RESOLUTION; HUMAN RESOURCE ALLOCATION; HYDRAULIC MODELING; HYDRAULIC SIMULATION; MODEL ACCURACY; MODEL PREDICTION; ONTARIO , CANADA; RED HILLS; SAMPLING STRATEGIES; URBAN STREAM; WATER SURFACE ELEVATIONS;

EID: 77953276871     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000187     Document Type: Article
Times cited : (4)

References (17)
  • 1
    • 2142707807 scopus 로고
    • Tentative design procedure for riprap-lined channels
    • National Cooperative Highway Research Program Rep. No.108, Transportation Research Board, Washington, D.C.
    • Anderson A.G. Tentative design procedure for riprap-lined channels. 1970, 17-40. National Cooperative Highway Research Program Rep. No.108, Transportation Research Board, Washington, D.C.
    • (1970) , pp. 17-40
    • Anderson, A.G.1
  • 3
    • 0025458959 scopus 로고
    • Effects of data errors on computed steady-flow profiles
    • JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1990)116:7(914), and .
    • Burnham M.W. Davis D.W. Effects of data errors on computed steady-flow profiles. J. Hydraul. Eng. 1990, 116(7):914-929. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1990)116:7(914), and .
    • (1990) J. Hydraul. Eng. , vol.116 , Issue.7 , pp. 914-929
    • Burnham, M.W.1    Davis, D.W.2
  • 5
    • 13244267147 scopus 로고    scopus 로고
    • Distributed sensitivity analysis of flood inundation model calibration
    • JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2005)131:2(117) and .
    • Hall J.W. Tarantola S. Bates P.D. Horritt M.S. Distributed sensitivity analysis of flood inundation model calibration. J. Hydraul. Eng. 2005, 131(2):117-126. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2005)131:2(117) and .
    • (2005) J. Hydraul. Eng. , vol.131 , Issue.2 , pp. 117-126
    • Hall, J.W.1    Tarantola, S.2    Bates, P.D.3    Horritt, M.S.4
  • 7
    • 0027008850 scopus 로고
    • Modern approach to design of grassed channels
    • JIDEDH, 0733-9437, 10.1061/(ASCE)0733-9437(1992)118:5(733) .
    • Kouwen N. Modern approach to design of grassed channels. J. Irrig. Drain. Eng. 1992, 118(5):733-743. JIDEDH, 0733-9437, 10.1061/(ASCE)0733-9437(1992)118:5(733) .
    • (1992) J. Irrig. Drain. Eng. , vol.118 , Issue.5 , pp. 733-743
    • Kouwen, N.1
  • 8
    • 77953265882 scopus 로고    scopus 로고
    • Sensitivity of field data and field protocols in one-dimensional hydraulic modeling: A case study on varying slopes and channel roughness
    • MS thesis, Univ. of Waterloo, Ont., 86.
    • Kuta R.W. Sensitivity of field data and field protocols in one-dimensional hydraulic modeling: A case study on varying slopes and channel roughness. 2009 MS thesis, Univ. of Waterloo, Ont., 86.
    • (2009)
    • Kuta, R.W.1
  • 10
    • 36049007132 scopus 로고    scopus 로고
    • Multi-method global sensitivity analysis of flood inundation models
    • AWREDI, 0309-1708, 10.1016/j.advwatres.2007.04.009
    • Pappenberger F. Beven K. Ratto M. Matgen P. Multi-method global sensitivity analysis of flood inundation models. Adv. Water Resour. 2008, 31(1):1-14. AWREDI, 0309-1708, 10.1016/j.advwatres.2007.04.009
    • (2008) Adv. Water Resour. , vol.31 , Issue.1 , pp. 1-14
    • Pappenberger, F.1    Beven, K.2    Ratto, M.3    Matgen, P.4
  • 11
    • 77953275101 scopus 로고    scopus 로고
    • Red Hill Creek expressway (North-South Section) and Q.E.W. interchanges (Red Hill Creek Expressway and Burlington Street) impact assessment and design process surface water and stormwater quality technical report
    • Philips Engineering Ltd. (PEL) Rep. Prepared for Philips Engineering Ltd., Burlington, Ont.
    • Red Hill Creek expressway (North-South Section) and Q.E.W. interchanges (Red Hill Creek Expressway and Burlington Street) impact assessment and design process surface water and stormwater quality technical report. 2003, 104. Philips Engineering Ltd. (PEL) Rep. Prepared for Philips Engineering Ltd., Burlington, Ont.
    • (2003) , pp. 104
  • 12
    • 0003595635 scopus 로고
    • Beitraege zur Frage der Geschwindigkeitsformel und der Raauhigkeitszahlen fur Strome, Kanale und geschlossen Leitungen
    • Amt fur Wasserwirtschaft, Bern, Switzerland (in German).
    • Strickler A. Beitraege zur Frage der Geschwindigkeitsformel und der Raauhigkeitszahlen fur Strome, Kanale und geschlossen Leitungen. Mitteilung 16 1923, Amt fur Wasserwirtschaft, Bern, Switzerland (in German).
    • (1923) Mitteilung 16
    • Strickler, A.1
  • 14
    • 77953269765 scopus 로고
    • U.S. Army Corps of Engineers (USACE), Hydrologic Engineering Center, Davis, Calif.
    • Flood runoff analysis engineering manual 1991, U.S. Army Corps of Engineers (USACE), Hydrologic Engineering Center, Davis, Calif.
    • (1991) Flood runoff analysis engineering manual
  • 15
    • 77953257431 scopus 로고    scopus 로고
    • U.S. Army Corps of Engineers (USACE), USACE, Davis, Calif.
    • HEC-RAS river analysis system-user's manual 2004, 687. U.S. Army Corps of Engineers (USACE), USACE, Davis, Calif.
    • (2004) HEC-RAS river analysis system-user's manual , pp. 687
  • 17
    • 84981759106 scopus 로고
    • A method of sampling coarse river-bed material
    • TAGUAT, 0002-8606.
    • Wolman M.G. A method of sampling coarse river-bed material. Trans., Am. Geophys. Union 1954, 35:951-956. TAGUAT, 0002-8606.
    • (1954) Trans., Am. Geophys. Union , vol.35 , pp. 951-956
    • Wolman, M.G.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.