本文選題：消力池 + 雙層懸柵　； 參考：《中國農(nóng)村水利水電》2017年02期

【摘要】：為探究消力池內(nèi)水流對懸柵穩(wěn)定性影響情況,考慮諸多因素中水流對懸柵沖擊破壞影響最大,而壓強是反映懸柵受水流沖刷侵蝕的主要水力參數(shù),采用RNG k~ε雙方程紊流模型對雙層懸柵消力池進行了數(shù)值模擬計算。通過對比分析不同懸柵布置類型的消力池內(nèi)壓強分布計算結(jié)果得到:雙層懸柵布置類型不同,每根懸柵所受時均壓強差均不同;且采用雙層懸柵消能效果較好的布置類型時,懸柵與水流相互作用充分,水流對懸柵穩(wěn)定性影響較大,懸柵存在危險的可能性較大。在結(jié)構(gòu)設計時應注意校核抗壓強度是否滿足要求。
[Abstract]:In order to investigate the influence of water flow in stilling pool on the stability of suspension grid, considering many factors, the influence of water flow on the impact damage of suspension grid is the greatest, and the pressure is the main hydraulic parameter reflecting the erosion of suspended grid by water flow. The RNG k- 蔚 two-equation turbulent model is used to simulate the double-layer suspended grid stilling tank. By comparing and analyzing the calculation results of pressure distribution in the stilling pool with different suspended grid layout types, the results are as follows: the pressure difference of each suspension grid is different with different layout types, and when the arrangement type with better energy dissipation effect is adopted, The interaction between the suspended grid and the water flow is sufficient, the influence of the flow on the stability of the suspended grid is great, and the possibility of the danger in the suspended grid is greater. In structural design, attention should be paid to checking whether the compressive strength meets the requirements.
【作者單位】： 新疆農(nóng)業(yè)大學水利與土木工程學院;
【基金】：國家自然科學基金項目(51469031) 新疆研究生科研創(chuàng)新項目(XJGRI2015094)
【分類號】：TV653.1

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