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附录C 给水管段设计秒流量计算
C.0.1 给水管段设计秒流量计算(Uo=1.0、1.5、2.0、2.5)应符合表C.0.1的规定。
表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]
![表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224145320415.jpg)
![表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-19122414533X39.jpg)
![表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-19122414535N30.jpg)
![表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-19122414541Q00.jpg)
![表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150042B8.jpg)
C.0.2 给水管段设计秒流量计算(Uo=3.0、3.5、4.0、4.5)应符合表C.0.2的规定。
![表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224145320415.jpg)
![表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-19122414533X39.jpg)
![表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-19122414535N30.jpg)
![表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-19122414541Q00.jpg)
![表C.0.1 给水管段设计秒流量计算表[U(%):q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150042B8.jpg)
表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]
![表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150116356.jpg)
![表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150144232.jpg)
![表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-1912241502064D.jpg)
![表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-1912241504245c.jpg)
![表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150445515.jpg)
C.0.3 给水管段设计秒流量计算(Uo=5.0、6.0、7.0、8.0)应符合表C.0.3的规定。
![表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150116356.jpg)
![表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150144232.jpg)
![表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-1912241502064D.jpg)
![表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-1912241504245c.jpg)
![表C.0.2 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150445515.jpg)
表C.0.3 给水管段设计秒流量计算表[U(%);q(L/s)]
![表C.0.3 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-19122415061T10.jpg)
![表C.0.3 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-19122415054aH.jpg)
![表C.0.3 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150644G7.jpg)

![表C.0.3 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150GT92.jpg)
![表C.0.3 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-19122415061T10.jpg)
![表C.0.3 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-19122415054aH.jpg)
![表C.0.3 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150644G7.jpg)

![表C.0.3 给水管段设计秒流量计算表[U(%);q(L/s)]](http://www.1190119.com/Web/uploads/allimg/191224/10-191224150GT92.jpg)
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