摘要
本文提出了适合于计算机编程的多水源管网流量预分的新方法,采用该法编程进行管网水力计算.可根据一定的优化原则.实现计算机预分管段流量、确定管径,并据此进行管网平差的连续计算.计算时不需增加虚环、假定流向,使得利用计算机进行管网水力计算更加方便合理.
By the newly developed computer based principle of discharge predistri-bution ofmultisource water supply network in hydraulic calculation, the discharge and diameter of each pipe-element could be predicted by computer and then hydraulic calculation processed simultaneously. No virtual circle and supposed discharge direction arc necessary so the computer based hydraulic, calculation is rational and convenient.
出处
《给水排水》
CSCD
1994年第3期12-15,共4页
Water & Wastewater Engineering
