Forecasting breakup water levels at Fort McMurray, Alberta, using multiple linear regression

被引:21
作者
Mahabir, C.
Hicks, F. E. [1 ]
Robichaud, C.
Fayek, A. Robinson
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2W2, Canada
[2] Alberta Environm, Edmonton, AB T6B 2X3, Canada
关键词
river ice; breakup jam; multiple linear regression;
D O I
10.1139/L06-067
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Spring breakup on northern rivers can result in ice jams that present severe flood risk to adjacent communities. Such events can occur extremely rapidly, leaving little or no advanced warning to residents. Fort McMurray, Alberta, is one such community, and at present no forecasting model exists for this site. Many of the previous Studies regarding ice jam flood forecasting methods, in general, cite the lack of a comprehensive database as an obstacle to statistical modelling. This paper documents the development of an extensive database containing 106 variables, and covering the period from 1972 to 2004, that was created for ice jam forecasting on the Athabasca River. Through multiple linear regession analysis, equations were developed to model the maximum water level during spring breakup. The optimal model contained a combination of hydrological and meteorological data collected from early fall until the day before river ice breakup. The number of historical years of data, rather than the scope of variables, was found to be the major limitation in verifying the results presented in this study.
引用
收藏
页码:1227 / 1238
页数:12
相关论文
共 23 条
  • [1] *ALB ENV, 1985, FORT MCMURRAY FLOODP
  • [2] ANDRES DD, 1988, SWE8803 ALB RES COUN
  • [3] Ashton G.D., 1986, RIVER LAKE ICE ENG
  • [4] BELTAOS S, 1984, P WORKSH HYDR RIV IC, P41
  • [5] Dillion W. R, 1984, Multivariate Analysis Method and Applications
  • [6] DOYLE CJ, 1987, THESIS U ALBERTA EDM
  • [7] FLORES AN, 2004, FRAMEWORK PREDICTION
  • [8] FRIESENHAN E, 2004, THESIS U ALBERTA EDM
  • [9] GALBRAITH PW, 1981, P 5 CAN HYDR C FRED, P219
  • [10] GAN TY, 1996, CANADIAN J REMOTE SE, V22, P36, DOI DOI 10.1080/07038992.1996.10874635