In the previous post I showed that the main reason for flooding in St Helena is its location in the low-lying terrain between the Caroni and Guayamare Rivers. This post will explore one option of flood mitigation in the area – levees. Levees have been used for centuries to protect areas against flooding. Portions of the Caroni River banks have already been raised to protect nearby villages, such as at Ibis Gardens. However these are only able to provide protection against lower frequency storms.
In the 2D hydraulic model of the Caroni River basin, I raised the south bank of the Caroni River from the Uriah Butler highway to an agricultural road upstream of St Helena. I ensured that the top of the levee was higher than the hypothetical 100-year water surface elevation along the entire reach. The map below shows the proposed alignment.

I ran the 100-yr storm on the model and compared the results as shown below.


As shown, there is much less flooding in St Helena (and Kelly Village) with the levee in place. There is still some flooding along the Guayamare River and through the low-lying areas of St Helena, but the difference is obvious. This does not mean that levees are the answer.
Levees are expensive to construct and maintain. Levee overtopping can be catastrophic to areas they are supposed to be protecting. Additionally, the construction of a levee inevitably increases flooding upstream as well as to the north of the Caroni River (see the western tip of runway at Piarco airport).
Any flood mitigation project should have No Adverse Impact on other areas. In future posts I will explore other options for decreasing the flood risk in this area.


















