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Pengumuman Timspce

SURAT KEPUTUSAN TIMSPCE (CENTER AND SPECIAL TEAM)

TIM KHUSUS PENCATATAN KEPUTUSAN, KEBIJAKAN, INVESTIGASI, DAN RESTRUKTURISASI

MENGENAI PENUNJUKAN PENGGANTI SEMENTARA BAGI POSISI SEKRETARIAT JENDERAL UNTUK BACH SCIENCE CORPORATION

Berdasarkan Hasil dan Maklumat Rapat Umum Asosiasi Kantor Bach Science Corporation bersama Asosiasi Tim Bach Science Corporation dengan Kantor Eksekutif Bach Science Corporation pada 20 Juni 2023, kami memutuskan bahwa:

Nama Posisi Posisi Pengganti Sementara Keterangan Wilayah Kerja
Sekretaris Jenderal Sekretaris untuk Departemen Penerimaan Plt. Sekjen Kantor Sekretariat Umum dan Kepaniteraan

Selanjutnya, kepada seluruh pihak yang ditunjuk sebagai posisi pengganti sementara dapat segera bertugas pada posisi yang telah ditetapkan ini dan petunjuk pelaksanaan teknis akan diberitahukan pada lampiran surat ini.

Ditetapkan oleh,

Kepala untuk Tim Khusus Pencatatan Keputusan, Kebijakan, Investigasi, Dan Restrukturisasi

IRON DETERMINATION IN WATER ANALYSIS USING THE PHENANTROLINE METHOD: HOW IT WORKS?



DETERMINATION IN WATER ANALYSIS USING THE PHENANTROLINE METHOD: HOW IT WORKS?

The phenanthroline method is the preferred standard procedure for the measurement of iron in water at the present time, except when phosphate or heavy metal interferences are present. The method depends upon the fact that 1,10 phenanthroline combines with Fe²+ to form a complex ion that is orange-red in color. The color produced conforms to Beer's law and is readily measured by visual or photometric comparison.

Water samples subjected to analysis have usually been exposed to the atmosphere; consequently, some oxidation of Fe(II) to Fe(III) and precipitation of ferric hydroxide may have occurred. It is necessary to make sure that all the iron is in a soluble condition. This is done by treating a portion of the sample with hydrochloric acid to dissolve the ferric hydroxide:


 

Since the reagent 1,10-phenanthroline is specific for measuring Fe(II), all iron in the form of Fe(III) must be reduced to the ferrous condition. This is most readily accomplished by using hydroxylamine as the reducing agent. The reaction involved may be represented as follows:


 

By proper modifications of the test procedure, measurements of total, dissolved, and suspended iron can be made. These considerations are not normal, however, and, whenever they are, special precautions must be taken in sampling and transportation of samples to ensure that no changes occur before analyses are performed. Because of the possible errors that may result, it is best that the analyst assumes full responsibility for sampling as well as for analysis. When interfering materials such as phosphates and heavy metals are present, satisfactory results can be obtained by use of a procedure that involves acidification of the sample with HCl and extraction of the iron into diisopropyl-ether prior to the addition of the phenanthroline solution.[5]

 

Departing from that point, we consider the first experimental conditions for measurement of iron immediately (wait for 0 min) must have the precise detection value of iron as prescribed in The U.S. EPA secondary drinking water standard is 0.3 mg/L. However, because of the instability of ferrous iron, which is changed easily to the ferric form in solutions in contact with air, determination of ferrous iron requires special precautions and may need to be done immediately after at the time of sample collection. Then, if we consider result of the first condition, the value of dissolved iron  (for 2 times test) is may vary from the range of 0.065 mg/L – 0.108 mg/L with the average value is 0.087 mg/L. In other side, for the total iron it is obtained that the range value of 0.15 mg/L – 0.394 mg/L with the average value is 0.272 mg/L. Since 0.087 mg/L and 0.272 mg/L < 0.3 mg/L, therefore, we can conclude that from the first experimental conditions the value of iron is acceptable for drinking water standard in this context.

Next , we consider the second experimental conditions which is let waiting the water samples in 20 minutes. These conditions may cause the precipitation settlement take place into water sample that influence the increasing of iron on the water and it could be water sample that contain the ferrous iron, which is already changed easily to the ferric form in solutions due contact with air exposure. In this experiment we use the Phenanthroline method which is the procedure for determining ferrous iron using 1,10- phenanthroline has a somewhat limited applicability; avoid long storage time or exposure of samples to light. A rigorous quantitative distinction between ferrous and ferric iron can be obtained with a special procedure using bathophenanthroline. This type of method limitation may influence all experimental conditions especially for the second conditions when we have waiting for 20 minutes and after that doing the measurement and may have the iron detection value higher than other experimental conditions or from the drinking water standards(0.3 mg/L). Then, if we are looking for the result of iron value, the dissolved iron (for 2 times test) shows the range of 0.039 mg/L – 0.033 mg/L with the average value is 0.036 mg/L. In other side, for the total iron shows the range of 0.335 mg/L – 0.398 mg/L with the average value is 0.367 mg/L. Since 0.036 mg/L and 0.367 > 0.3 mg/L, therefore, we can conclude that from the second experimental conditions the value of iron is not acceptable for drinking water standard in this context.

Lastly, we consider the third experimental condition when the water sample should aerate for 20 minutes and then wait until 5 minutes, after that do the measurement process. Generally, we know that the aeration process mostly used as the one of method of iron removal in water/wastewater treatment. Aeration systems are ways of adding air to water in order replenish its oxygen levels. The more air that is pumped into the water the better the circulation, thus reducing chances of bacteria build up and stratification. This process is most commonly used with non-free flowing bodies of water such as lakes, ponds, farm dugouts, and reservoirs. One of the requirements for the successful precipitation of iron would be to provide it with sufficient contact time to oxygen so that the minerals can react(the effect from second experimental conditions). Iron removal is technique used to remove excessive iron from water. One of these techniques is aeration of drinking water. After we know this concept, that makes these conditions special for sure because it is clear that we can get the detection value of iron is very lower than other experimental conditions. Let’s consider this graph about the effect of the aeration time and the iron concentration value in water.[6]

 

 

 

 


 

 

 

 

 

 

 

 


From this graph we can see that the Fe concentration measured on well water after aeration was decreased when compared with before aeration, which was statistically significant. But the iron concentration remained above WHO guideline value of 0.3 mg/L . Increasing the aeration time produced a reduction in the Fe level. Aeration caused lowering of Fe concentrations in the well water. As per WHO Guideline, the iron concentration in drinking water should be less than or equal to 0.3 mg/L . But the iron concentration was more than above value [6]. This study prove that the aeration can decrease the iron concentration value when compared without aeration, it means the value of this condition must lower than the other experimental conditions or standard values. Then, we consider the iron value from these conditions, the dissolved iron (for 2 times test) shows the range of 0.033 mg/L – 0.0310 mg/L with the average is 0.032 mg/L. In other side, the total iron shows the range of 0.4103 mg/L – 0.4111 mg/L with the average is 0.411 mg/L. Since 0.032 mg/L and 0.411 > 0.3 mg/L, therefore, we can conclude that from the second experimental conditions the value of iron is not acceptable for drinking water standard in this context.


Based on this graph, its shows the different theoretical relationship as stated before when the Fe concentration measured on well water after aeration was decreased when compared with before aeration or other experimental conditions. We know that the third experimental conditions which is aeration for 20 minutes and wait 5 minutes should be lower than the other experimental conditions. This error condition may influence from the 5 minutes waiting process due the exposure of the air and light that easily interfere the water sample and from the process of boiling.

 


Based on this dissolved iron graph, its shows the different theoretical relationship as stated before in first experimental conditions. Because we already know that the instability of ferrous iron, which is changed easily to the ferric form in solutions in contact with air, determination of ferrous iron requires special precautions and may need to be done immediately after at the time of sample collection. Also, we consider about the opportunity of precipitation settlement like in second conditions that may not happen in the first condition, it is because the measurement doing immediately without waiting like other conditions. This point support why the determination of iron in first condition should be lower than the other experimental conditions. But in this graph shows that it higher than other conditions, that means it will be some interfere that influence the result, it could be from the same thing as total iron when the water sample get the exposure from the air and light which might be already converted to other conditions and from the process of boiling.

 

References

[5] Sawyer, C. N., Parkin, G. F., & McCarty, P. L. (2003). Chemistry for environmental engineering and science (5th ed.). McGraw-Hill Education.

[6] Marjani, A., Nazari, A., & Seyyed, M. (2009). Alteration of iron level in drinking water by aeration in Gonbad Kavoos (North East of Iran). American Journal of Biochemistry and Biotechnology, 5(2), 94–97. https://doi.org/10.3844/ajbbsp.2009.94.97 

 

 

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