【摘要】 在隙宽 2～ 8mm壁面粗糙的人工隙缝中进行了水流模拟实验 ,实验证实隙壁性质和流态对水流运动方程有影响 ,当雷诺数大于 2 0 0～ 70 0时 ,流速与水力坡度间的关系是非线性的 ,呈v =αI0 .5的形式 ,布西捏斯基窄缝水流方程即水流的三次方定律不成立。更多还原

【Abstract】 Water flow within 2-8mm(fracture openings) artificial coarse faced signal fracture was investigated by experiments, and the research result shows that the coarseness of fracture and the water disposition in the fracture influenced water flow equation. When Renold number over 200-700,the relation of water flow velocity v and hydraulic gradient I is non-liner,it can be described as v=αI 0.5 ,and the Bernoulis equation doesn’t work at the case.更多还原