Impact of Diversion at Davis Pond Sample Clauses

Impact of Diversion at Davis Pond. Another simulation run was made to simulate the impact of Davis Pond diversion on salinity distribution in the Barataria Basin the same 30-day period. The model was started from rest on July 7, 1999, and the first 5-day period was considered as the spin-up period. The model output was then compared to the case without the diversion. During this simulation, the freshwater diversion rate from the Davis Pond diversion site was fixed at either zero or 150 m3 s −1 corresponding to 50% of the design maximum rate. Differences in salinity between the two cases (without Davis Pond diversion – with Davis Pond diversion) at five-day intervals are presented in Figure 2-20. On day 10 (HOUR 240), Barataria Waterway contained a nearly 1.5 ppt difference. When freshwater from Davis Pond reached Barataria Bay, the impact seemed to accelerate. It is clearly visible that high salinity difference values concentrate in the mid-bay. It is roughly estimated that the impact of freshwater diversion reaches the Gulf of Mexico in around 15 days after freshwater release. After about 15 days, the freshwater diversion seemed to impact most of the downstream region of the Barataria Basin except the eastern part of Barataria Bay and Caminada Bay. In the middle of Barataria Bay, the difference reached near 2 ppt. By day 25, most of the downstream basin was measurably impacted by freshwater diversion. Even after day 30, though, some isolated areas still remained without noticeable influence of the diversion due to morphological sheltering effect, i.e., in order to simulate this sheltering effect, detailed representation of morphological features of the basin is required. It is apparent that near the mouth and inside the bay, freshwater impact was reduced due to the strong tidal movement. Similar impact of freshwater diversion sites at Xxxxx and West Point a la Hache on salinity distribution in Barataria Bay was presented by Park (2002).
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