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Table 1 Water elevation \(\pmb{\zeta(x,y,t)}\) (m) at \(\pmb{t=2}\) hrs 50 min

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