Na podstawie tabeli określ, jaki będzie spadek przewodu odpływowego o średnicy 0,25 m, gdy przepływ ścieków wynosi 32,0 dm³/s. <br><br> <table><thead><tr><th rowspan="2" scope="col">ŚrednicaDN[m]</th><th scope="col">i = 2 %</th><th scope="col">i = 1,5 %</th><th scope="col">i = 1 %</th><th scope="col">i = 1:DN/2</th></tr><tr><th scope="col">Dopuszcz.Qww[dm3/s]</th><th scope="col">Dopuszcz.Qww[dm3/s]</th><th scope="col">Dopuszcz.Qww[dm3/s]</th><th scope="col">Dopuszcz.Qww[dm3/s]</th></tr></thead><tbody><tr><td>0.07</td><td>1.5</td><td>-</td><td>-</td><td>-</td></tr><tr><td>0.10</td><td>4.0</td><td>3.4</td><td>2.8</td><td>-</td></tr><tr><td>0.125</td><td>7.2</td><td>6.2</td><td>5.1</td><td>-</td></tr><tr><td>0.15</td><td>11.7</td><td>10.1</td><td>8.2</td><td>9.5</td></tr><tr><td>0.20</td><td>25.1</td><td>21.7</td><td>17.7</td><td>17.7</td></tr><tr><td>0.25</td><td>45.4</td><td>39.2</td><td>32.0</td><td>28.6</td></tr><tr><td>0.30</td><td>73.5</td><td>63.6</td><td>51.9</td><td>42.3</td></tr><tr><td>0.35</td><td>111</td><td>95.6</td><td>78.0</td><td>58.8</td></tr><tr><td>0.40</td><td>157</td><td>136</td><td>111</td><td>78.3</td></tr><tr><td>0.50</td><td>283</td><td>245</td><td>200</td><td>126</td></tr></tbody></table>

• A2,0 %
• B1,0 %
• C4,0 %
• D3,0 %