清水池调节容积计算表

时间

给水处理量供水泵站供水量1232—3求和0-1

4.17% 2.82% 1.35% 1.35%1-2

4.17% 2.65% 1.52% 2.87%2-3

4.17% 2.69% 1.48% 4.35%3-4

4.16% 2.71% 1.45%

5.80%4-5

4.17% 2.74% 1.43%7.23%5-6

4.17% 4.63%-0.46% 6.77%6-7

4.16% 4.88%-0.72% 6.05%7-8

4.17%

5.07%-0.90% 5.15%8-9

4.16% 4.88%-0.72% 4.42%9-10

4.17% 4.72%-0.55% 3.88%10-11

4.16% 4.80%-0.64% 3.24%11-12

4.17% 4.80%-0.63% 2.61%12-13

4.17% 4.71%-0.54% 2.07%13-14

4.16% 4.49%-0.33% 1.74%14-15

4.17% 4.63%-0.46% 1.28%15-16

4.16%

5.89%-1.73%-0.45%16-17

4.17% 4.84%-0.67%-1.12%17-18

4.16% 4.73%-0.57%-1.69%18-19

4.17% 4.78%-0.61%-2.30%19-20

4.17% 4.55%-0.38%-2.68%20-21

4.17% 4.16%0.01%-2.67%21-22

4.17% 3.99%0.18%-2.49%22-23

4.17% 3.17% 1.00%-1.49%23-24

4.16% 2.67% 1.49%0.00%总计

100.00%100.00%总供水量

消防水量自用水5%调节容积安全储备用水量清水池有效容积96831.17796.004841.559586.27223.8215447.64清水池调节容积计算调节容积=9.91%