首页> 外文会议>International Soil Conservation Organization Conference vol.2; 20020526-31; Beijing(CN) >Movement Properties of the Pipe Flow along Granite Slope of the Three Gorges Area on Yangtze River in China
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Movement Properties of the Pipe Flow along Granite Slope of the Three Gorges Area on Yangtze River in China

机译:中国长江三峡地区花岗岩边坡管流的运动特性

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It is well known that, in most cases, soil water doesn't move in the form of laminar flow as described by Darcy Law. Only when Reynolds number (Re) is no more than 10, does water movement follow Darcy law. A soil profile with 2.9m long and 2.13m-2.60m deep was excavated on a lower slope located in Zigui County, Hubei province, China. Field observation found that soil pipes were mainly distributed in a transient layer between horizon B with higher degree of granite weathering and horizon C with lower degree of granite weathering. At the foot of the slope, about 5-7 soil pipes per meter were observed along the vertical direction of the slope. The observed results, obtained from continuous observation of soil pipes and pipe flow processes at granite slope for many rainfall events, indicate that the relationship between velocity of pipe flow and hydraulic gradient along the pipe is parabolic rather than linear one. Based on the investigated data of soil, landform, and land use etc., combined with observed data of pipe flow derived from many rainfall events, a pipe flow model was developed. For velocity V_p, discharge Q_p of pipe flow and radius r of soil pipe, great similarity was found between simulated and observed values. Particularly, the simulated length of soil pipes reflects the great difference among soil pipes as a result of its different position in the soil profile. The length values of 4 soil pipes were estimated to be 98.1%, 27.6%, 11.0% and 3.0% of the longest distance of the catchment, respectively. As a special case of water movement, soil pipe flow follows Darcy-Weisbach law. Discharge of pipe flow is much greater than infiltration discharge in general sense. Only when the depth of groundwater is more than the diameter of soil pipe and water layer submerges soil pipes during rainfall, may pipe flow occur. Under these circumstances, discharge of pipe flow is directly proportional to the depth of groundwater.
机译:众所周知,在大多数情况下,土壤水不会像Darcy Law所描述的那样以层流的形式移动。只有当雷诺数(Re)不超过10时,水的运动才会遵循达西定律。在中国湖北省County归县的一个较低斜坡上开挖了一个长2.9m,深2.13m-2.60m的土壤剖面。现场观察发现,土壤管道主要分布在花岗岩风化程度较高的B层和花岗岩风化程度较低的C层之间的过渡层中。在斜坡的脚下,沿斜坡的垂直方向每米观察到约5-7条土管。连续观测降雨对花岗岩坡面土壤管和管流过程的观测结果表明,管流速度与沿管的水力梯度之间的关系呈抛物线形而非线性关系。基于对土壤,地貌和土地利用等方面的调查数据,并结合观测到的降雨事件产生的管道流量数据,建立了管道流量模型。对于速度V_p,管道流量的排放Q_p和土管的半径r,在模拟值和观测值之间发现了很大的相似性。特别是,土管的模拟长度反映了土管之间的巨大差异,这是由于其在土壤剖面中的位置不同。估计4条土管的长度值分别为流域最长距离的98.1%,27.6%,11.0%和3.0%。作为水运动的一种特殊情况,土壤管道的流动遵循达西-魏斯巴赫定律。一般而言,管道流量的排放量远大于渗透排放量。只有当地下水的深度大于土壤管的直径并且降雨期间水层淹没土壤管时,才可能发生管流。在这种情况下,管道流量的排放与地下水的深度成正比。

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