CEE 680 |
Fall 2011 |
Northampton
MA has recently completed construction of a filtration plant to treat their
surface water supplies. This is located
near one of
|
Constituent |
Concentration |
Units |
|
Turbidity |
0.59 |
NTU |
|
TDS |
29 |
mg/L |
|
Color |
10 |
Color units |
|
Odor |
1 |
TON |
|
pH |
6.75 |
Log units |
|
Total Alkalinity |
13 |
mg-CaCO3/L |
|
Total Hardness |
20 |
mg-CaCO3/L |
|
Calcium |
6.7 |
mg/L |
|
Magnesium |
0.89 |
mg/L |
|
Aluminum |
<0.05 |
mg/L |
|
Potassium |
<1 |
mg/L |
|
Sodium |
5.0 |
mg/L |
|
Iron |
<0.05 |
mg/L |
|
Manganese |
0.016 |
mg/L |
|
Sulfate |
5.9 |
mg/L |
|
Chloride |
3.0 |
mg/L |
|
Silver |
<0.005 |
mg/L |
|
Copper |
<0.01 |
mg/L |
|
Zinc |
<0.05 |
mg/L |
|
TOC[1] |
3 |
mg/L |
A series of 10-3 F HCl solutions are prepared[2], each solution containing a different concentration of KCl in the range of 0.01 F to 0.50 F. Plot pH (i.e., -log{H }) vs log I using:
|
|
a. Davies Equation; |
|
|
b. Extended Debye-Huckel Equation. |
Due: 21 Sept 11