摘要
计算U型节流阀口过流截面通流面积A1(X)、A2(X)及其湿周P w1和P w2,并得到了等效水力直径D h1和D h2。推导了表征阀口节流特性的参数:节流压降分配系数均值E(k)及其方差D(k),空化指数σ2的均值E(σ2in)、E(σ2out)及其方差D(σ2in)、D(σ2out)。利用正交试验设计和模糊综合判断得到了节流阀口优化结构,并与初始节流阀口相比较。结果表明:D h2提高了53.85%;E(k)与1的偏差减小了25.23%,D(k)降低了80.50%;D(σ2in)、E(σ2in)、D(σ2out)和E(σ2out)分别减小了35.16%、9.32%、1.61%和62.39%。
By calculating the areas of throttling sections in U-shape orifice and their wetted perimeters, the equivalent hydraulic diameters Dhl, Dta were obtained. Throttling performance parameters, such as mean E ( σ2in ), E ( σ2out ), variance D ( σ21n ) , D ( σhout ) , mean E ( k ) and its variance D (k) were derived. Based on orthogonal experimental design and comprehensive fuzzy judgment method, hydraulic throttling orifice structure was obtained and compared with original date. Results showed that Dh increased 53.85% ; the difference between E(k) and 1 decreased 25.23% ,and D(k) decreased 80. 50% ; param- eters D(σ2in) ,E(σzin) ,D(σ2out) and E(σ2out) decreased 35.16% ,9.32% , 1.61% , and 62.39% ,re- soectively.
出处
《南京工业大学学报(自然科学版)》
CAS
北大核心
2013年第6期23-28,共6页
Journal of Nanjing Tech University(Natural Science Edition)
基金
国家自然科学基金(50875122)
江苏省科技支撑计划(BE2011187)
关键词
过流截面
湿周
节流特性
正交试验
模糊综合判断
throttling section
wetted perimeter
throttling performance
orthogonal experimental design
comprehensive fuzzy judgment