Table T2. Construction of interstitial water drift solution.
Element | Concentration in undiluted sample (µM) | Concentration
in drift solution* (µM) |
Formula weight** (µg/µmol) | Volume
of drift solution*** (L) |
Concentration of primary standard**** (µg/ml) | Volume
of primary standard to add (L) |
Volume of primary standard to add***** (ml) |
---|---|---|---|---|---|---|---|
Li |
25 |
2.5 |
6.9 |
1 |
1000 |
0 |
0 |
B |
416 |
40 |
10.8 |
1 |
1000 |
0 |
0 |
Mn |
100 |
10 |
54.9 |
1 |
1000 |
0.0005 |
0.5 |
Fe |
100 |
10 |
55.8 |
1 |
1000 |
0.0006 |
0.6 |
Sr |
90 |
9 |
87.6 |
1 |
1000 |
0 |
0 |
Ba |
500 |
50 |
137.3 |
1 |
1000 |
0.0069 |
6.9 |
Notes: From "Equation 1" in "Guidelines to Analytical Operating Conditions": * = C1, ** = FW, *** = V1, **** = C2, ***** = V2. Concentration in drift solution = 10× dilution of concentration in undiluted sample.