Zestawienie przepływów i strat ciśnienia przy minimalnym rozbiorze wody w mieście:
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240 |
500 |
0.35 |
0.18 |
132 |
1200 |
0.15 |
0.18 |
0 |
800 |
0 |
0 |
0.36 |
340 |
500 |
0.70 |
0.35 |
232 |
1200 |
0.30 |
0.36 |
100 |
800 |
0.07 |
0.06 |
0.77 |
440 |
500 |
1.10 |
0.55 |
332 |
1200 |
0.65 |
0.78 |
200 |
800 |
0.25 |
0.20 |
1.53 |
540 |
500 |
1.80 |
0.90 |
432 |
1200 |
1.05 |
1.26 |
300 |
800 |
0.60 |
0.48 |
2.64 |
640 |
500 |
2.50 |
1.25 |
532 |
1200 |
1.75 |
2.10 |
400 |
800 |
1.00 |
0.80 |
4.15 |
740 |
500 |
3.25 |
1.63 |
632 |
1200 |
2.45 |
2.94 |
500 |
800 |
1.70 |
1.36 |
5.93 |
840 |
500 |
4.50 |
2.25 |
732 |
1200 |
3.20 |
3.84 |
600 |
800 |
2.40 |
1.92 |
8.01 |
940 |
500 |
5.00 |
2.50 |
832 |
1200 |
4.45 |
5.34 |
700 |
800 |
3.15 |
2.52 |
10.36 |
Obliczenia dla maksymalnego rozbioru wody w mieście:
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0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
495 |
1200 |
1.70 |
-2.04 |
900 |
800 |
4.50 |
-3.60 |
-5.64 |
100 |
500 |
0.07 |
0.04 |
55 |
133 |
0.05 |
0.01 |
440 |
1067 |
1.10 |
-1.17 |
800 |
800 |
3.50 |
-2.80 |
-3.92 |
200 |
500 |
0.25 |
0.13 |
110 |
267 |
0.08 |
0.02 |
385 |
933 |
1.00 |
-0.93 |
700 |
800 |
3.15 |
-2.52 |
-3.30 |
300 |
500 |
0.60 |
0.30 |
165 |
400 |
0.20 |
0.08 |
330 |
800 |
0.70 |
-0.56 |
600 |
800 |
2.40 |
-1.92 |
-2.10 |
400 |
500 |
1.00 |
0.50 |
220 |
533 |
0.30 |
0.16 |
275 |
667 |
0.45 |
-0.30 |
500 |
800 |
1.70 |
-1.36 |
-1.00 |
500 |
500 |
1.70 |
0.85 |
275 |
667 |
0.45 |
0.30 |
220 |
533 |
0.30 |
-0.16 |
400 |
800 |
1.00 |
-0.80 |
0.19 |
600 |
500 |
2.40 |
1.20 |
330 |
800 |
0.70 |
0.56 |
165 |
400 |
0.20 |
-0.08 |
300 |
800 |
0.60 |
-0.48 |
1.20 |
700 |
500 |
3.15 |
1.58 |
385 |
933 |
1.00 |
0.93 |
110 |
267 |
0.08 |
-0.02 |
200 |
800 |
0.25 |
-0.20 |
2.29 |
800 |
500 |
3.50 |
1.75 |
440 |
1067 |
1.10 |
1.17 |
55 |
133 |
0.05 |
-0.01 |
100 |
800 |
0.07 |
-0.06 |
2.85 |
900 |
500 |
4.50 |
2.25 |
495 |
1200 |
1.70 |
2.04 |
0 |
0 |
0 |
0 |
0 |
800 |
0 |
0 |
4.29 |