Zhenkui GU, Hui FAN, Kun YANG. GIS and DEM based analysis of incision and drainage reorganization of the Buyuan River basin in the upper Lancang-Mekong of China since the Late Pleistocene[J]. Journal of Geographical Sciences, 2020, 30(9): 1495

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- Journal of Geographical Sciences
- Vol. 30, Issue 9, 1495 (2020)

Fig. 1. (a) A geological map of a scale 1:1 million of the Buyuan River basin in the upper Lancang-Mekong (http://www.ngac.org.cn ) and (b) Swath profiles of the Digital Elevation Model (DEM)

Fig. 2. (a) Features of the longitudinal profile of the Buyuan River; (b) Regional dependence of the R* -metric on catchment size A (km2) of the Buyuan River basin. Note: The errors in (a) are due to the overfilling of the depression caused by the horizontal error.

Fig. 3. (a) Chi-plots of the local equilibrium reach; (b) Equilibrium longitudinal profiles with θ = 0.43 and the k sn values of 24.75 and 17.25 shown in (a). The coefficient, θ , can be determined according to the optimal linear fitting coefficient (R ²) of Chi-plot.

Fig. 4. Chi-plot of the Buyuan River basin with A 0 = 1 km2 and θ = 0.43. The reference concavity value, θ = 0.43, is the average of the θ -values corresponding to the best linear fitting coefficients (R 2) of χ-z profiles of all major channels. Panel (a) shows the distribution of Chi-values and the trend of the river network reorganization in the basin; panel (b) shows two examples of a Chi-plot at the same height difference extracted from (a), and the linear slope represents a steepness difference; panel (c) reflects the longitudinal profiles of the main channel in the basin and the annual precipitation along the mainstream; panel (d) is a three-dimensional remote sensing image of (a).

Fig. 5. Longitudinal profile of the Lancang-Mekong River and its corresponding stream power. The information on the incision rate comes from Zhang et al . (2018). Stream power, Ω = γQs , where γ = 9800 (N/m³), Q = discharge (m³/s), and s = riverbed slope (Pérez-Peña et al ., 2010; Das, 2018; Gu et al. , 2018).
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