Obliczenia hydrauliczne dla wprowadzonych danych z załacznika nr 1



Identyfikacja danych: TOMASZ WRZOSEK

Wariant obciazenia sieci: Nr 1
Liczba wykonanych iteracji ... 59
Osiagnieta dokladnosc ........ 0.001




O P I S G A L E Z I
=====================


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|Kierunek |Srednica|Przeplyw | Strata |Predkosc|Wspolcz.| Dlugosc | Koszt |
|przeplywu| | | | |chropow.| | |
| | [mm] | [dm3/s] | [m] | [m/s] | [mm] | [m] |[mln zl]|
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| | | | | | | | | |
| 1 | 2 | -100.0 | 2.88 | 0.86 | 0.37 | 1.50 | 275.00 | 0.000 |
| 2 | 3 | -100.0 | 1.96 | 0.39 | 0.25 | 1.50 | 270.00 | 0.000 |
| 3 | 20 | -100.0 | 0.27 | 0.01 | 0.03 | 1.50 | 145.00 | 0.000 |
| 4 | 20 | -100.0 | 0.19 | 0.00 | 0.02 | 1.50 | 195.00 | 0.000 |
| 4 | 3 | -100.0 | 0.11 | 0.00 | 0.01 | 1.50 | 135.00 | 0.000 |
| 5 | 4 | -100.0 | 0.30 | 0.01 | 0.04 | 1.50 | 140.00 | 0.000 |
| 6 | 5 | -100.0 | 0.96 | 0.06 | 0.12 | 1.50 | 165.00 | 0.000 |
| 6 | 19 | -100.0 | 0.14 | 0.00 | 0.02 | 1.50 | 230.00 | 0.000 |
| 7 | 6 | -100.0 | 2.70 | 0.50 | 0.34 | 1.50 | 182.00 | 0.000 |
| 7 | 19 | -100.0 | 2.65 | 0.50 | 0.34 | 1.50 | 190.00 | 0.000 |
| 8 | 18 | -100.0 | 3.10 | 0.70 | 0.39 | 1.50 | 195.00 | 0.000 |
| 8 | 7 | -150.0 | 6.86 | 0.60 | 0.39 | 1.50 | 300.00 | 0.000 |
| 9 | 8 | -150.0 | 10.37 | 1.11 | 0.59 | 1.50 | 245.00 | 0.000 |
| 10 | 12 | -200.0 | 22.65 | 0.74 | 0.72 | 1.50 | 160.00 | 0.000 |
| 10 | 11 | -150.0 | 7.89 | 0.38 | 0.45 | 1.50 | 145.00 | 0.000 |
| 10 | 9 | -150.0 | 10.36 | 0.84 | 0.59 | 1.50 | 185.00 | 0.000 |
| 11 | 12 | -100.0 | 2.13 | 0.36 | 0.27 | 1.50 | 210.00 | 0.000 |
| 11 | 1 | -100.0 | 4.37 | 1.48 | 0.56 | 1.50 | 210.00 | 0.000 |
| 12 | 9 | -100.0 | 1.21 | 0.09 | 0.15 | 1.50 | 165.00 | 0.000 |
| 12 | 13 | -100.0 | 4.37 | 1.13 | 0.56 | 1.50 | 160.00 | 0.000 |
| 12 | 14 | -150.0 | 11.97 | 0.81 | 0.68 | 1.50 | 135.00 | 0.000 |
| 12 | 15 | -100.0 | 4.42 | 1.12 | 0.56 | 1.50 | 155.00 | 0.000 |
| 13 | 18 | -100.0 | 3.50 | 0.77 | 0.45 | 1.50 | 170.00 | 0.000 |
| 13 | 8 | -100.0 | 0.99 | 0.07 | 0.13 | 1.50 | 185.00 | 0.000 |
| 14 | 13 | -100.0 | 2.91 | 0.32 | 0.37 | 1.50 | 100.00 | 0.000 |
| 14 | 15 | -100.0 | 2.06 | 0.31 | 0.26 | 1.50 | 190.00 | 0.000 |
| 14 | 17 | -100.0 | 4.29 | 1.16 | 0.55 | 1.50 | 170.00 | 0.000 |
| 15 | 1 | -100.0 | 0.02 | 0.00 | 0.00 | 1.50 | 145.00 | 0.000 |
| 15 | 16 | -100.0 | 3.47 | 0.85 | 0.44 | 1.50 | 190.00 | 0.000 |
| 16 | 2 | -100.0 | 0.38 | 0.01 | 0.05 | 1.50 | 100.00 | 0.000 |
| 16 | 17 | -100.0 | 0.19 | 0.00 | 0.02 | 1.50 | 170.00 | 0.000 |
| 17 | 20 | -100.0 | 2.38 | 0.39 | 0.30 | 1.50 | 185.00 | 0.000 |
| 18 | 17 | -100.0 | 0.99 | 0.07 | 0.13 | 1.50 | 180.00 | 0.000 |
| 18 | 19 | -100.0 | 2.60 | 0.41 | 0.33 | 1.50 | 160.00 | 0.000 |
| 19 | 20 | -100.0 | 0.89 | 0.06 | 0.11 | 1.50 | 180.00 | 0.000 |
| 19 | 5 | -100.0 | 0.90 | 0.06 | 0.11 | 1.50 | 170.00 | 0.000 |
| 20 | 5 | -100.0 | 0.03 | 0.00 | 0.00 | 1.50 | 200.00 | 0.000 |
| | | | | | | | | |
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Koszt calkowity 0.000



O P I S W E Z L O W
=====================


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| Numer | Przeplyw | Rzedna | Rzedna | Wysokosc | Cisnienie |
| wezla | | terenu | linii | cisnienia | |
| | | | cisnien | | |
| | [dm3/s] | [m] | [m] | [m] | [KPa] |
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| | | | | | |
| 1 | 1.50 | 132.00 | 123.736 | -8.264 | -81.038 |
| 2 | 1.30 | 137.70 | 122.881 | -14.819 | -145.325 |
| 3 | 1.80 | 143.10 | 122.486 | -20.614 | -202.154 |
| 4 | 0.00 | 143.60 | 122.487 | -21.113 | -207.048 |
| 5 | 1.60 | 140.90 | 122.494 | -18.406 | -180.505 |
| 6 | 1.60 | 141.30 | 122.553 | -18.747 | -183.847 |
| 7 | 1.50 | 137.80 | 123.051 | -14.749 | -144.636 |
| 8 | 1.40 | 131.80 | 123.653 | -8.147 | -79.896 |
| 9 | 1.20 | 126.50 | 124.763 | -1.737 | -17.035 |
| 10 | -39.90 | 125.60 | 125.600 | 0.000 | 0.000 |
| 11 | 1.40 | 125.90 | 125.216 | -0.684 | -6.705 |
| 12 | 2.80 | 129.10 | 124.856 | -4.244 | -41.616 |
| 13 | 2.80 | 131.40 | 123.725 | -7.675 | -75.263 |
| 14 | 2.70 | 133.00 | 124.043 | -8.957 | -87.840 |
| 15 | 3.00 | 132.30 | 123.737 | -8.563 | -83.979 |
| 16 | 2.90 | 136.70 | 122.887 | -13.813 | -135.456 |
| 17 | 3.10 | 136.00 | 122.883 | -13.117 | -128.629 |
| 18 | 3.00 | 135.20 | 122.954 | -12.246 | -120.091 |
| 19 | 3.60 | 137.80 | 122.549 | -15.251 | -149.562 |
| 20 | 3.70 | 139.90 | 122.489 | -17.411 | -170.741 |
| | | | | | |
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