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River dynamics and existing stability condition of the Manahara River, Kathmandu basin, Central Nepal Himalaya

机译:尼泊尔中部喜马拉雅山加德满都盆地马纳哈拉河的河流动力学和现有稳定条件

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Five representative segments of the river were surveyed in detail for evaluating its dynamics and stability condition. The first(downstream) to the fifth (upstream) segments are classified as ‘F4’, ‘C4’, ‘C4’, ‘B4’ and ‘B4’ streams characterised by gravellysubstrates. All these streams are competent enough to transport their bed material (d90) as shown by the exceeding dimensionlessshear stress over critical dimensionless shear stress of the river segments. The existing depth and slope of the river is far enoughto carry d90 of the substrate grain size. Stream power of segments 1 to 5 are respectively, 622.6, 79.0, 146.6, 354.6 and 15617.0KN/s. The ‘B4’ streams show greater stream power, i.e., transport capacity compared to ‘F4’ followed by ‘C4’ streams. Therefore,the ‘B4 streams (3rd and 4th order streams) are potential to degradation, and the ‘C4’ and ‘F4’ (both 5th order) streams arepotential to aggradation depending on river morphology and dynamics. Meander geometry of the Manahara River exhibit deviationof variables (meander wavelength vs channel width, and meander belt width vs channel width) from the stability, suggestingexistence of instability to some extent in the river. DOI: http://dx.doi.org/10.3126/bdg.v14i0.5430 Bulletin of the Department of Geology  Vol.14 2011, pp.1-8  
机译:对该河的五个代表性部分进行了详细调查,以评估其动力学和稳定性条件。第一(下游)到第五(上游)段被分类为“ F4”,“ C4”,“ C4”,“ B4”。和“ B4”以砾石为底质的溪流。所有这些流都有足够的能力运输其床层物质(d90),如河段的临界无量纲剪切应力超过无量纲剪切应力所显示。这条河的现有深度和坡度足以承载d90的底物粒径。段1到5的流功率分别为622.6、79.0、146.6、354.6和15617.0KN / s。 “ B4”版本与“ F4”相比,流显示出更大的流功率,即传输能力其次是" C4’流。因此,“ B4流”(三阶和四阶流)有降解的潜力,而“ C4”流和“ F4” (均为5阶)溪流可能会恶化,具体取决于河流的形态和动力。 Manahara河的曲折几何形状表现出与稳定性的变量(曲折波长与河道宽度以及曲折带宽度与河道宽度)的偏离,这表明河中存在一定程度的不稳定。 DOI:http://dx.doi.org/10.3126/bdg.v14i0.5430地质学系刊物  Vol.14 2011,pp.1-8 

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