Citation
Lai, Wai Luen
(2018)
Comparative study on the performance of bentonite, kenaf and zeolite to reduce earth resistance of grounding systems.
Masters thesis, Universiti Putra Malaysia.
Abstract
Grounding systems are designed to dissipate high magnitude fault current to
earth and provide safety to persons working in or living near power system
installations. It is also necessary that grounding systems are designed with lowmagnitude
earth impedance path so that the high magnitude and fast transient
surges are dissipated to earth as fast as possible. Therefore, the performance of
the grounding system must be in a top-notch condition as it governs the
efficiency of the grounding system itself. Based on the local and international
grounding standards, it recommended a minimum value of earth resistance need
to be achieved for the grounding system to reach a top-notch condition.
However, it is difficult to reach low earth resistance in ordinary soil condition as
there are variation of soil resistivity from one place to another. Hence, the main
objective of this study is to investigate the performance of natural enhancement
materials in reducing the earth resistance of the installed grounding systems.
The experimental investigations on earth rod grounding system based on soil
enhancement was carried out at the site located nearby School of Graduate
Studies, UPM, Serdang, Selangor. This experiment was implemented by drilling
thirteen cylindrical hollow hole with dimension of 0.13m diameter and 1.5m depth
which were each of them filled with different ratio of natural enhancement
materials, i.e. Bentonite, Kenaf and Zeolite. After that, thirteen of solid copper
earth rod were driven into the centre of each cylindrical hollow hole to a depth of
1.4m. Also, there was another earth rod which was installed without any
enhancement material around for comparison purposes. All the copper earth
rods utilized were in the similar dimension of 0.013m diameter and 1.5m length.
Note that, for all 14 grounding systems, the earth rod is only driven up to the
depth of 1.4m with 0.1m allowance for earth resistance measurement purposes.
At last, the concrete earth chambers were placed on all the installed grounding systems. Earth resistance measurement was conducted using a 3 point fall of
potential method on daily basis for a period of one year.
Over a year, the results of earth resistance measurements indicated that the best
performed grounding system was Bentonite installation with highest reduction of
earth resistance of 76% compared to the reference grounding system at day-0.
While, for the worst performed grounding system, it was the mixture of Kenaf
and Zeolite installation (with ratio of 30:70) with percentage of increment of earth
resistance of 13% when compare with the reference grounding system at day-0.
Furthermore, from the results, it is discovered that the increase of the amount of
Kenaf or Zeolite used in the mixture of natural enhancement material for
grounding system can leads to a reduction of earth resistance but much less
effective compared to increase the amount of Bentonite used. The results also
shows that Zeolite and Kenaf were not suitable to be used individually or mixed
together as they present a poor performance. In conclusion, this study proves
that Bentonite are still a better choice as an individual or mixed material for
reduction of earth resistance compared to Kenaf and Zeolite.
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