The Effects of Pulp Mill Effluent on
Byssal Thread Production by the
Marine Blue Mussel Mytilus edulis
by Waterose
Appendix I. Trial 1 Results:
Table 5. Trial 1 Byssal Thread Regeneration and Abiotic Parameters.
| Mussel No. |
Trial No. |
Length (mL) |
Solution Code |
Mean Regen (g) |
Mortality No. |
Survival No. |
pH |
Conductivity |
Temp Degrees Celsius |
Salinity pp/1000 |
Dilution |
| 1 |
1 |
0.0 |
A |
0.000000 |
1 |
0 |
8.60 |
20800 |
16.4 |
22.0 |
0 |
| 2 |
1 |
0.0 |
A |
0.000000 |
1 |
0 |
8.60 |
20800 |
16.4 |
22.0 |
0 |
| 3 |
1 |
0.0 |
A |
0.000000 |
1 |
0 |
8.60 |
20800 |
16.4 |
22.0 |
0 |
| 4 |
1 |
0.0 |
A |
0.000000 |
1 |
0 |
8.60 |
20800 |
16.4 |
22.0 |
0 |
| 5 |
1 |
0.0 |
A |
0.000000 |
1 |
0 |
8.60 |
20800 |
16.4 |
22.0 |
0 |
| 6 |
1 |
0.0 |
B |
0.000000 |
1 |
0 |
6.60 |
1510 |
20.5 |
0.0 |
0 |
| 7 |
1 |
0.0 |
B |
0.000000 |
1 |
0 |
6.60 |
1510 |
20.5 |
0.0 |
0 |
| 8 |
1 |
0.0 |
B |
0.000000 |
1 |
0 |
6.60 |
1510 |
20.5 |
0.0 |
0 |
| 9 |
1 |
0.0 |
B |
0.000000 |
1 |
0 |
6.60 |
1510 |
20.5 |
0.0 |
0 |
| 10 |
1 |
0.0 |
B |
0.000000 |
1 |
0 |
6.60 |
1510 |
20.5 |
0.0 |
0 |
| 11 |
1 |
0.0 |
C |
0.000000 |
1 |
0 |
8.90 |
950 |
20.5 |
10.0 |
0 |
| 12 |
1 |
0.0 |
C |
0.000000 |
1 |
0 |
8.90 |
950 |
20.5 |
10.0 |
0 |
| 13 |
1 |
0.0 |
C |
0.000000 |
1 |
0 |
8.90 |
950 |
20.5 |
10.0 |
0 |
| 14 |
1 |
0.0 |
C |
0.000000 |
1 |
0 |
8.90 |
950 |
20.5 |
10.0 |
0 |
| 15 |
1 |
0.0 |
C |
0.000000 |
1 |
0 |
8.90 |
950 |
20.5 |
10.0 |
0 |
| 16 |
1 |
0.0 |
D |
0.000000 |
1 |
0 |
7.66 |
19600 |
17.8 |
17.0 |
0.1 |
| 17 |
1 |
0.0 |
D |
0.000000 |
1 |
0 |
7.66 |
19600 |
17.8 |
17.0 |
0.1 |
| 18 |
1 |
0.0 |
D |
0.000000 |
1 |
0 |
7.66 |
19600 |
17.8 |
17.0 |
0.1 |
| 19 |
1 |
0.0 |
D |
0.000000 |
1 |
0 |
7.66 |
19600 |
17.8 |
17.0 |
0.1 |
| 20 |
1 |
0.0 |
D |
0.000000 |
1 |
0 |
7.66 |
19600 |
17.8 |
17.0 |
0.1 |
| 21 |
1 |
0.0 |
E |
0.000000 |
1 |
0 |
8.38 |
21000 |
17.5 |
21.0 |
0.01 |
| 22 |
1 |
0.0 |
E |
0.000000 |
1 |
0 |
8.38 |
21000 |
17.5 |
21.0 |
0.01 |
| 23 |
1 |
0.0 |
E |
0.000000 |
1 |
0 |
8.38 |
21000 |
17.5 |
21.0 |
0.01 |
| 24 |
1 |
0.0 |
E |
0.000000 |
1 |
0 |
8.38 |
21000 |
17.5 |
21.0 |
0.01 |
| 25 |
1 |
0.0 |
E |
0.000000 |
1 |
0 |
8.38 |
21000 |
17.5 |
21.0 |
0.01 |
| 26 |
1 |
0.0 |
F |
0.000000 |
1 |
0 |
8.13 |
21300 |
17.5 |
22.0 |
0.001 |
| 27 |
1 |
0.0 |
F |
0.000000 |
1 |
0 |
8.13 |
21300 |
17.5 |
22.0 |
0.001 |
| 28 |
1 |
0.0 |
F |
0.000000 |
1 |
0 |
8.13 |
21300 |
17.5 |
22.0 |
0.001 |
| 29 |
1 |
0.0 |
F |
0.000000 |
1 |
0 |
8.13 |
21300 |
17.5 |
22.0 |
0.001 |
| 30 |
1 |
0.0 |
F |
0.000000 |
1 |
0 |
8.13 |
21300 |
17.5 |
22.0 |
0.001 |
| 31 |
1 |
0.0 |
G |
0.000000 |
1 |
0 |
8.23 |
21200 |
17.5 |
23.0 |
0.0001 |
| 32 |
1 |
0.0 |
G |
0.000000 |
1 |
0 |
8.23 |
21200 |
17.5 |
23.0 |
0.0001 |
| 33 |
1 |
0.0 |
G |
0.000000 |
1 |
0 |
8.23 |
21200 |
17.5 |
23.0 |
0.0001 |
| 34 |
1 |
0.0 |
G |
0.000000 |
1 |
0 |
8.23 |
21200 |
17.5 |
23.0 |
0.0001 |
| 35 |
1 |
0.0 |
G |
0.000000 |
1 |
0 |
8.23 |
21200 |
17.5 |
23.0 |
0.0001 |
| 36 |
1 |
0.0 |
H |
0.000000 |
1 |
0 |
8.04 |
21500 |
17.5 |
23.0 |
0.00001 |
| 37 |
1 |
0.0 |
H |
0.000000 |
1 |
0 |
8.04 |
21500 |
17.5 |
23.0 |
0.00001 |
| 38 |
1 |
0.0 |
H |
0.000000 |
1 |
0 |
8.04 |
21500 |
17.5 |
23.0 |
0.00001 |
| 39 |
1 |
0.0 |
H |
0.000000 |
1 |
0 |
8.04 |
21500 |
17.5 |
23.0 |
0.00001 |
| 40 |
1 |
0.0 |
H |
0.000000 |
1 |
0 |
8.04 |
21500 |
17.5 |
23.0 |
0.00001 |
Note:The length and mass of regenerated byssal threads was not recorded due to the mortality rate of 100 percent.
* 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.
- Introduction:
- Procedure:
- Results:
- Discussion:
- Future Study:
- References:
- Appendix I. Trial 1:
- Postscript:
email Waterose
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