Environmental Engineering Reference
In-Depth Information
Detachment-limited stream-power model
m
=
1; n
=
1 (RMS
=
80 m)
800
m
=
0.4; n
=
1 (RMS
=
53 m)
m
=
0.4; n
=
0.7 (RMS
=
45 m)
m
=
0.3; n
=
0.7 (RMS
=
42 m)
600
400
200
250
200
150
Distance from source (km)
100
50
0
(a)
Undercapacity model
Linear, Constant width, L f
=
1 KM (RMS
=
54 m)
Linear, Constant width, L f
=
30 KM (RMS
=
67 m)
800
Linear, Variable width, L f
=
30 KM (RMS
=
55 m)
Non-Linear, Variable width, L f
=
50 KM (RMS
=
38 m)
600
400
200
250
200
150
Distance from source (km)
100
50
0
(b)
Figure 19.4 Comparison of observed present-day fluvial profile for the Lachlan River (SE Australia) with that predicted by (a) the
detachment-limited stream-power model (Equation 20.7) for different values of K , m ,and n and (b) the 'undercapacity' model
(Equation 20.11) for different values of K s , L f , m s ,and n s . Reconstructed 21-Ma profile used as initial condition is also indicated
(Adapted with permission from van der Beek, P.A. and Bishop, P. (2003) Cenozoic river profile development in the Upper Lachlan
catchment (SE Australia) as a test of quantitative fluvial incision models. Journal of Geophysical Research , 108, 2309, doi:
2310.1029/2002JB002125).
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