入流泥沙粒徑組成對(duì)弱分層水體異重流及挾沙特性的影響
[Abstract]:Based on the model test of stratified water in a reservoir designed by a flume, the characteristics of density flow and sediment movement under different particle size components of sediment in a weakly stratified water body with temperature are studied. Using the sediment with particle diameter of 0.01 mm or 0.02 mm to 0.05 mm, the experimental study on the density flow was carried out under the conditions of different particle size components of incoming sediment. In the water body of weakly stratified reservoir with water temperature, the influence of sediment particle size composition on water depth and interlaminar flow thickness at separation point is analyzed, and the sediment concentration of gravity current in reservoir section is analyzed under different sediment particle size composition. The relationship between sediment sedimentation amount and suspended amount and particle size composition of incoming sediment was studied. The results show that under the condition of weak stratification, the inlet sediment concentration is maintained at 3.75 g / L, and the inflow velocity is kept unchanged at 0.005 m / s. The sediment precipitation ratio of gravity current in reservoir is 29 / 38 and the suspended ratio of sediment in reservoir is 4660. The change of particle size composition leads to the difference of separation point depth and interlaminar flow thickness. The larger the particle size is, the deeper the separation point depth is and the thicker the interlaminar flow thickness is. The sediment concentration of the reservoir is smaller, the concentration of sediment suspended in the reservoir is larger, and the internal pollution of the reservoir is greater; when the sediment size is small, the sediment size of the reservoir is smaller. It is advisable to collect water in the deep water area of the reservoir and reduce the cost of water treatment. The research results can provide a reference for the reservoir to collect water and to transfer water and sediment.
【作者單位】: 西安建筑科技大學(xué)環(huán)境與市政工程學(xué)院;
【基金】:國(guó)家自然科學(xué)基金面上項(xiàng)目(51278404) 陜西省科技統(tǒng)籌創(chuàng)新工程計(jì)劃項(xiàng)目(2015KTCL03-15)
【分類(lèi)號(hào)】:TV145
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