川内输气干线水力摩阻系数探讨
An Exploration of Hydraulic Friction Coefficient of Gas Trunk Pipelines in Sichuan
-
摘要: 川内输气千线的工艺计算一直沿用威莫斯公式。实践证明, 威莫斯公式的计算值与实测值相差较大, 误差在30 ~40 % 范围内, 有时超过50 %。为此, 作者选择川内输气千线永兴——德阳新、曹家坝——越溪、留宾——邓关三条输气千线的基本参数及实测数据, 通过作图求解, 导出了水力光滑区、混合摩擦区水力摩阻系数的经验公式, 对用于阻力平方区的威莫斯公式进行修正。上述经验公式、修正式及威莫斯公式分别用三条线的实测数据代入,结果表明经验公式的计算值与实测值比较吻合, 而威莫斯公式的计算值相差较大, 说明经验公式反映了川内输气千线的实况。Abstract: Weymouth formula has been applied to technological design of sichuan gas trunk pipelines. It has been proved by practice that the value obtained by using the formula is far differnt from that measured, with an error being around 30-40 %, sometimes eves higher than 50 %. In consideration of this, the author chooses the basic parameters and the data measured about such three gas trunk pipelines as Yong Xing-De Yang Xin, Cro Jia Ba-Yue Xi, and Liu Bin-Deng Guan in Sichuan, and derives the experimental formula for hydraulic friction coefficient in hydraulic smooth area as well as mixed friction area from solution obtained by diagrams, with revision made of the Weymouth formula for square friction areas. The three formulas mentioned above are put in the data actually measured about the three pipelined, and the resultg show that the value obtained in the experimental formula is much closer to the value measured in comparison with Weymouth formula. It is obvious that the experimental formulas can reflect better the actural situation of Sichuan gas trunk pipelines.