Analytical solution to a hydrodynamic model in an open uniform reservoir

Advances in Continuous and Discrete Models

Theory and Modern Applications

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

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