wiki:River width models

Version 21 (modified by celine, 14 years ago) (diff)

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back to River width computation

Other model :

  • Elvira model : model 4 with river >2nd order

Log10(Wet width + 1) = 0.22734+ 0.20045 (log10 catchment area) + 0.25939 (log 10 Shreve index)

  • Thornton model : W = 4.98 CA0.47

Models tested:
Linear regression

  • Model 1 : width ~ a*catchment_area + b
  • Model 2 : log(width) ~ a*log(up_area)+ b
  • Model 3 : log(width) ~ a*log(up_area) + uga + b
  • Model 4 : log(width) ~ a*log(up_area) + b*log(shreve index) + c
  • Model 5 : log(width) ~ a*log(up_area) + b*log(shreve index) + uga + c

Non linear regression with library(nlme)

  • Model 1: width~alpha*up_areabeta
  • Model 2 : width~gamma*shrevelambda (à tester : width~gamma*strahlerlambda

  • Data extraction :
    • year > 1987 (RHP)
    • Period : april-october
    • complete sampling method
    • shreve >1

Model Validation for linear regression

  • Residuals versus fitted values to verify homogeneity
  • QQ-plot or histogrqam of the residuals for normality
  • Residuals versus each explanatory variable to check independence

Up cathcment area ~stream order

source:data/Docs/trac/RiverWidth/up_area_shreve.jpeg source:data/Docs/trac/RiverWidth/up_area_strahler.jpeg
Up catchment area ~ shreve Up catchment area ~ strahler

Width ~stream order

source:data/Docs/trac/RiverWidth/width_shreve.jpeg source:data/Docs/trac/RiverWidth/width_strahler.jpeg
River width ~ shreve River width ~ strahler