CAJ | 학술논문

为了准确模拟闸前泥沙淤积对平面钢闸门启门力的影响,将闸前泥沙考虑为由粗细颗粒组成的宾汉体,闸门在开启过程中,粗颗粒之间的碰触和相对滑动产生了摩擦剪切应力,而细颗粒之间的絮凝作用在闸门开启的瞬间提供了极限剪切应力,这两种剪切应力之和称为泥沙临界屈服应力.闸门启动时,必先克服临界屈服应力.基于VOF(volume of fluid)的三维非稳态两相流 T T-k ε模型,引入宾汉体模型,考虑泥沙临界屈服应力,建立起闸前泥沙淤积对平面钢闸门启门力影响的数值仿真模型,并应用该仿真模型计算了天津宁车沽防潮闸在闸前有泥沙淤积情况下的启门力,计算结果与实测资料吻合较好.
위료준학모의갑전니사어적대평면강갑문계문력적영향,장갑전니사고필위유조세과립조성적빈한체,갑문재개계과정중,조과립지간적팽촉화상대활동산생료마찰전절응력,이세과립지간적서응작용재갑문개계적순간제공료겁한전절응력,저량충전절응력지화칭위니사림계굴복응력.갑문계동시,필선극복림계굴복응력.기우VOF(volume of fluid)적삼유비은태량상류 T T-k ε모형,인입빈한체모형,고필니사림계굴복응력,건립기갑전니사어적대평면강갑문계문력영향적수치방진모형,병응용해방진모형계산료천진저차고방조갑재갑전유니사어적정황하적계문력,계산결과여실측자료문합교호.
In order to accurately simulate the effect of the sediment deposition on the lifting force of plane gates, the sediment in front of gates is considered to be Bingham which consists of the coarse and the fine particles. In the open-ing process, the contact and the relative sliding among the coarse particles provide friction shear stress; Flocculation among fine particles provides the limit shear stress at the moment of the gate opening. The sum of the two kinds of stresses are known as the sediment critical yield stress. During the gate opening, the gate must overcome the critical yield stress firstly. Based on the three-dimensional, non-steady-state, two-phase-flow computed model -k εT T model and VOF(volume of fluid) method, the Bingham model was introduced in the paper. Considering the sediment critical yield stress, a numerical simulation model of the impact of sedimentation on gate opening was established. And the simulation model was applied to calculate the lifting force under the circumstances of sediment deposition in front of the gate of the Ningchegu floodgate in Tianjin. The results coincide with the prototype observation data well.