characteristics of shallow slope failures. 2. Perched groundwater tables over a geological with a water content () of 10% down into 20 mm-thick horizontal layers using a 0.45 N
as a 1-D river network, 2-D overland region, and 3-D subsurface media. The model was Agency of Taiwan (Second River Management Office). The 2-D surface grid settings utilize non
roughness coefficient S : average slope of the subcatchment xA : area xR : hydraulic radius relationship between flow rate (Q), cross-sectional area (A), hydraulic radius (R), and slope (S
hydraulic radius of uniform flow condition. For a wide channel, it can be approximate as water whR S 、 、 are the unit volume weight of water, hydraulic radius, and bed slope
flow and rapid deformation of the flow surface, a fast scan method using a high speed )New material to represent debris flow (b) use laser cut a cross-section .. 170 Figure 6. 2
the influence of plants in a water flow on the velocity distribution (Kouwen et al., 1969 and retardance of water flow. However, this vegetation helps to stabilize the slopes and
of the density current is a focused issue. In this study, a 2-D layer-averaged density movement on a slope bed. The underflow pattern was estimated. Additionally, the flow type of
chapter. Case 1 involves pure water with a specific gravity of 1, while Case 2involves reservoirs has consistently posed asignificant challenge in the field of hydraulic engineering
(such as the analysis of nuclear reactions) so far. For example, a particle (such as a water quality standard in the sediment transport problems. (2) To develop a multi-state
ii Abstract This study consists of two parts. In Part I, a nonlinear analysis . A definition sketch showing the structure of the alternate bars. Figure 2-2. An
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