Theory and Modern Applications
From: Analytical solution to a hydrodynamic model in an open uniform reservoir
y ∖ x | 320 | 640 | 960 | 1,280 | 1,600 | 1,920 | 2,240 | 2,560 | 2,880 |
---|---|---|---|---|---|---|---|---|---|
320 | 0.1729 | 0.2620 | 0.3174 | 0.3352 | 0.3177 | 0.2716 | 0.2055 | 0.1272 | 0.0430 |
640 | 0.2835 | 0.4295 | 0.5203 | 0.5495 | 0.5209 | 0.4453 | 0.3368 | 0.2085 | 0.0704 |
960 | 0.3871 | 0.5864 | 0.7104 | 0.7503 | 0.7112 | 0.6080 | 0.4599 | 0.2847 | 0.0962 |
1,280 | 0.4811 | 0.7289 | 0.8830 | 0.9326 | 0.8840 | 0.7557 | 0.5716 | 0.3538 | 0.1195 |
1,600 | 0.5633 | 0.8534 | 1.0338 | 1.0919 | 1.0350 | 0.8848 | 0.6692 | 0.4143 | 0.1400 |
1,920 | 0.6316 | 0.9570 | 1.1592 | 1.2243 | 1.1605 | 0.9922 | 0.7504 | 0.4646 | 0.1570 |
2,240 | 0.6844 | 1.0369 | 1.2561 | 1.3266 | 1.2575 | 1.0751 | 0.8131 | 0.5034 | 0.1701 |
2,560 | 0.7203 | 1.0913 | 1.3220 | 1.3963 | 1.3235 | 1.1315 | 0.8558 | 0.5298 | 0.1790 |
2,880 | 0.7385 | 1.1189 | 1.3554 | 1.4315 | 1.3569 | 1.1600 | 0.8774 | 0.5432 | 0.1835 |