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This mat (also referred to as a "biologically active layer," "biolayer," or "clogged" zone) enhances bacteria removal through filtration and predation by antagonistic organisms, but it may take several months to develop around new latrines (Caldwell and Parr 1937).
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a Effect of moisture clog zone modeling.
Finite element models including moisture clog zone are generated to simulate fire tests with consideration of moisture clog effect.
Because moisture clog zone delays heat propagation, the predicted temperatures in the dry zone increase rapidly during heating, while temperatures behind the moisture clog zone are not increased effectively.
The proposed analytical modeling technique having moisture clog zone is able to predict thermal behavior of normal strength concrete walls under fire with consideration of moisture contents.
However, accuracy from the model can be increased when the better information on the moisture clog zone and moisture dependent thermal properties of concrete are included the model.
In order to investigate the effect of moisture contents in the moisture clog zone on temperature distribution of the walls, parametric studies are performed with various moisture contents.
The analytical results of the W20, W20V, W25, and W25V models having the moisture clog zone are in good agreements with the experimental results and justify the assumption.
In the W15 V model, it is assumed that the moisture clog is not formulated due to moisture evaporation during preheating process, while the W15 model includes moisture clog zone.
The analytical results show that temperature distribution changes when the wall model includes moisture zone, such that the higher temperature is observed from the front part of the moisture zone in comparison to the model without having moisture clog zone.
Therefore, further studies are needed to investigate the position of moisture clog zone in the real sized structural members and to see how the zone moves as heating time passes.
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