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The Effects of Pulp Mill Effluent on
Byssal Thread Production by the
Marine Blue Mussel Mytilus edulis
by Waterose
Section 3. Results
3.3 Water Quality Abiotic Parameters:
Table 2. Physical Parameters of Water Quality for Trials 1, and 2.| Trial No. | Solution Code | pH | Temp Degrees Celsius | Salinity pp/1000 | Conductivity | Mortality No. | Survival No. | Regen. Mass (g) | Dilution |
|---|---|---|---|---|---|---|---|---|---|
| 1 | A | 8.60 | 16.40 | 22.0 | 20800 | 5 | 0 | 0.000000 | 0 |
| 1 | B | 6.60 | 20.50 | 0.0 | 1510 | 5 | 0 | 0.000000 | 0 |
| 1 | C | 8.90 | 20.50 | 10.0 | 950 | 5 | 0 | 0.000000 | 0 |
| 1 | D | 7.66 | 17.80 | 17.0 | 19600 | 5 | 0 | 0.000000 | 0.1 |
| 1 | E | 8.38 | 17.50 | 21.0 | 21000 | 5 | 0 | 0.000000 | 0.01 |
| 1 | F | 8.13 | 17.50 | 22.0 | 21300 | 5 | 0 | 0.000000 | 0.001 |
| 1 | G | 8.23 | 17.50 | 23.0 | 21200 | 5 | 0 | 0.000000 | 0.0001 |
| 1 | H | 8.04 | 17.50 | 23.0 | 21500 | 5 | 0 | 0.000000 | 0.00001 |
| 2a | A | 8.15 | 16.20 | 25.0 | 23700 | 0 | 5 | 0.017600 | 0 |
| 2a | B | 6.73 | 17.50 | 1.0 | 1520 | 0 | 5 | 0.000000 | 0 |
| 2a | C | 8.73 | 17.10 | 10.0 | 2750 | 1 | 4 | 0.000275 | 0 |
| 2a | D | 7.72 | 17.90 | 22.0 | 190 | 2 | 3 | 0.007170 | 0.1 |
| 2a | E | 8.65 | 17.40 | 24.0 | 24900 | 1 | 4 | 0.008280 | 0.01 |
| 2a | F | 8.74 | 17.30 | 25.0 | 25200 | 1 | 4 | 0.012400 | 0.001 |
| 2a | G | 8.76 | 16.80 | 25.0 | 25200 | 0 | 5 | 0.019500 | 0.0001 |
| 2a | H | 8.79 | 16.60 | 25.0 | 25200 | 1 | 4 | 0.008980 | 0.00001 |
| 2b | A | 8.30 | 13.20 | 26.0 | 16800 | 0 | 5 | 0.017600 | 0 |
| 2b | B | 6.87 | 13.00 | 2.0 | 1180 | 0 | 5 | 0.000000 | 0 |
| 2b | C | 8.56 | 13.10 | 10.0 | 905 | 1 | 4 | 0.000275 | 0 |
| 2b | D | 7.65 | 13.20 | 22.0 | 20800 | 2 | 3 | 0.007170 | 0.1 |
| 2b | E | 8.46 | 13.10 | 24.0 | 22500 | 1 | 4 | 0.008280 | 0.01 |
| 2b | F | 8.53 | 13.20 | 25.5 | 22500 | 1 | 4 | 0.012400 | 0.001 |
| 2b | G | 8.62 | 13.20 | 25.0 | 22500 | 0 | 5 | 0.019500 | 0.0001 |
| 2b | H | 8.68 | 13.20 | 25.0 | 22700 | 1 | 4 | 0.008980 | 0.00001 |
* Solution Codes:
A = Sea Water Control
B = Treated Effluent
C = Pure Untreated Effluent
D = 0.1 Untreated Effluent Dilution
E = 0.01 Untreated Effluent Dilution
F = 0.001 Untreated Effluent Dilution
G = 0.0001 Untreated Effluent Dilution
H = 0.00001 Untreated Effluent Dilution
These codes are applied throughout the report.
To Section 3. Results:
Index:
- Introduction:
- Procedure:
- Results:
- Discussion:
- Future Study:
- References:
- Appendix I. Trial 1:
- Postscript:
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