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Parameter estimation of river incision models of soft sedimentary rocks; A Case study on the Kamikita Coastal Plain, northeast Japan

Takai, Shizuka ; Sanga, Tomoji*; Shimada, Taro ; Takeda, Seiji 

Understanding river incision model is crucial for predicting long-term landscape evolution. For the bedrock channel incision model (detachment-limited (DL) model: erosion rate ${it E = KA$^{m}$S$^{n}$}$ where ${it A}$ is drainage area, ${it S}$ is channel gradient), parameters (${it K}$, ${it m}$, and ${it n}$), can be estimated via slope-area analysis if ${it E}$ is known. Using $$^{10}$$Be denudation rate, previous studies globally compiled the parameter values for variable lithology. However, limited data availability for soft sedimentary rock restricts the applicability of global compilation. In addition, measuring the $$^{10}$$Be concentration in sedimentary rock is challenging in humid and tectonically active regions. To address this, slope-area analysis was conducted in the Kamikita Coastal Plain, Japan, where lithology (Miocene to Pleistocene sedimentary rocks) and uplift rate ($$sim$$ 0.2 mm y$$^{-1}$$ for the past 300 ka) are assumed to be uniform. River incision rates were derived approximately from widely distributed marine terraces (MIS 5e-11). For six target rivers, DL-like behaviour was confirmed in the limited areas located upstream of the alluvium distribution. The reference concavity ${it m/n}$ was 0.44 $$pm$$ 0.10, typical for steady-state channels. Across the ${it m/n}$ range of 0.4-0.6, the exponent ${it n}$ consistently exhibited nonlinearity ranging between 1.14 to 1.34, which is consistent with the previous global compilations. This observed nonlinearity likely reflects transient landscape responses to past sea-level changes, which generated slope-break knickpoints at similar elevations. Finally, the estimated erosion coefficient ${it K}$ (10$$^{-5}$$-10$$^{-6}$$) agreed with the global relationship with unconfined compressive strength ${it q$_{u}$}$ (${it K $propto$ 1/q$_{u}$$^{2}$}$), supporting the significant influences of bedrock lithology on ${it K}$.

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