水力计算

用水人数m50200小时变化系数K给水当量Ng时间T1403155.253.22.55.25

24

24

14.7

干管设计A平均出流概率UB平均出流概率UA总给水当量NgB总给水当量Ng总给水当量Ng秒流量0.0336700340.0194931772.759.512.25

0.0226757370.022675737134.75134.75269.5

00000000000000

平均出流概率UA0.0078278760.017636684

0.0068

加权平均UA0.0226757370.022675737#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

B0.6971.0970.697

B1.5121.512

a

0.3230.6970.323

a

1.0971.097

b

对应系数a过程a1.510.16052521.50.9079351.5

1

0.083#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!b

对应系数a2.521.3190862.5

2

1.319086#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

过程b过程c1.2511.8094712.4.252.0319392.2911453.7

35.4497138.14

-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0-1

#NUM!0

11.253.27353.5268.515.4946816.42

-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0-1#NUM!0

0

同时出流概率U0.0817786850.4444874430.02699622#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!设计秒流量2.539228170.466711827.828029#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

同时出流概率U设计秒流量0.2980529980.730229850.07336953.935705#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

0000