You are viewing an old version of this page. View the current version.

Compare with Current View Page History

« Previous Version 32 Next »


INTRODUCTION

The former ANC group experimented on different designs for a lime feeder, including a column model, a conical vessel, a funnel-column and an inverted traffic cone model. The most effective design was the inverted cone because it supplied saturated limewater at a pH between 11 and 12 for about 18 hours without having to be unclogged. However, the main problem with it is that inverted cones are extremely difficult and expensive to construct, install and maintain. Likewise, every other model also had its problems and drawbacks.

The Column model succeeded in keeping the lime suspended for a few hours but the water began to flow in a preferential path after the lime settled on the bottom. For the conical column, the mixing at the bottom of the vessel proved to be insufficient in keeping all the lime in a suspended state. On the other hand, the funnel-column apparatus worked well for 20 hours but only because it was unclogged periodically, which would not possible in a real-time set up. As a result, the inverted cone model that gave a 12 hour success run, without the above difficulties was selected as the best alternative among them. However, due to the difficulty in construction, installation, and maintenance, the ANC team was assigned the task of searching for a simpler solution for the lime feeder design.

ALKALINITY IN HONDURAN WATER

The table below shows actual measures of pH and alkalinity in AguaClara treatment plants in Honduras. To have high accuracy in the lime feeder design, the team will simulate the conditions of raw water in lab. The results demonstrate a decrease of pH during the treatment process, it is strongly visible on Cuatro Comunidades and Tamara plants.

Source: Honduras water reports, 2009


EXPERIMENTAL METHODS AND RESULTS


Analysis of lime feeder requirements based on Mathcad

Experiment 1

Experiment 2

Experiment 3

 

FUTURE TASKS

  • Run several trials with the new design to determine the amount of lime required to maintain a pH of 12 for 24 hours. In addition the performance of the new design will be evaluated and revised, if necessary.
  • Simulate Honduran water conditions. Once the design is working well with distilled water, a new experiment will be required to analyze the performance with a lower pH concentration.
  • Recalculate design dimensions while taking into account the natural variation of flow rate at the inlet tank in the plant.


 



  • No labels