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The Effects of Pulp Mill Effluent on

Byssal Thread Production by the

Marine Blue Mussel Mytilus edulis

Mussel

by Waterose

Fish

Section 3. Results

3.3 Water Quality Abiotic Parameters:

Table 4. Trial 2 Byssal Thread Regeneration and Water Parameters for Set 2 Solutions.
Mussel No. Trial No. Length (mL) Solution Code Mean Regen. (g) Mortality No. Survival No. pH Conductivity Temp Degrees Celsius Salinity pp/1000 Dilution
41 2b 34.1 A 0.017600 0 1 8.30 16800 13.2 26.0 0
42 2b 40.2 A 0.017600 0 1 8.30 16800 13.2 26.0 0
43 2b 43.3 A 0.017600 0 1 8.30 16800 13.2 26.0 0
44 2b 36.1 A 0.017600 0 1 8.30 16800 13.2 26.0 0
45 2b 38.2 A 0.017600 0 1 8.30 16800 13.2 26.0 0
46 2b 32.4 B 0.000000 0 1 6.87 1180 13.0 2.0 0
47 2b 34.1 B 0.000000 0 1 6.87 1180 13.0 2.0 0
48 2b 39.0 B 0.000000 0 1 6.87 1180 13.0 2.0 0
49 2b 44.3 B 0.000000 0 1 6.87 1180 13.0 2.0 0
50 2b 43.1 B 0.000000 0 1 6.87 1180 13.0 2.0 0
51 2b 43.1 B 0.000000 0 1 8.56 905 13.1 10.0 0
51 2b 32.2 C 0.000275 0 1 8.56 905 13.1 10.0 0
52 2b 37.2 C 0.000275 0 1 8.56 905 13.1 10.0 0
53 2b 37.2 C 0.000275 0 1 8.56 905 13.1 10.0 0
54 2b 32.2 C 0.000275 0 1 8.56 905 13.1 10.0 0
55 2b 30.0 C 0.000000 1 0 8.56 905 13.1 10.0 0
56 2b 27.4 D 0.007170 0 1 7.65 20800 13.2 22.0 0.1
57 2b 36.5 D 0.007170 0 1 7.65 20800 13.2 22.0 0.1
58 2b 39.4 D 0.007170 0 1 7.65 20800 13.2 22.0 0.1
59 2b 41.4 D 0.000000 1 0 7.65 20800 13.2 22.0 0.1
60 2b 43.3 D 0.000000 1 0 7.65 20800 13.2 22.0 0.1
61 2b 31.1 E 0.008280 0 1 8.46 22500 13.1 24.0 0.01
62 2b 39.2 E 0.008280 0 1 8.46 22500 13.1 24.0 0.01
63 2b 32.2 E 0.008280 0 1 8.46 22500 13.1 24.0 0.01
64 2b 37.2 E 0.008280 0 1 8.46 22500 13.1 24.0 0.01
65 2b 30.5 E 0.000000 1 0 8.46 22500 13.1 24.0 0.01
66 2b 29.2 F 0.012400 0 1 8.53 22500 13.2 25.5 0.001
67 2b 38.1 F 0.012400 0 1 8.53 22500 13.2 25.5 0.001
68 2b 35.1 F 0.012400 0 1 8.53 22500 13.2 25.5 0.001
69 2b 37.2 F 0.012400 0 1 8.53 22500 13.2 25.5 0.001
70 2b 37.4 F 0.000000 1 0 8.53 22500 13.2 25.5 0.001
71 2b 33.1 G 0.019500 0 1 8.62 25200 13.2 25.0 0.0001
72 2b 35.3 G 0.019500 0 1 8.62 25200 13.2 25.0 0.0001
73 2b 35.3 G 0.019500 0 1 8.62 25200 13.2 25.0 0.0001
74 2b 41.1 G 0.019500 0 1 8.62 25200 13.2 25.0 0.0001
75 2b 36.5 G 0.019500 0 1 8.62 25200 13.2 25.0 0.0001
76 2b 30.3 H 0.008980 0 1 8.68 22700 13.2 25.0 0.00001
77 2b 34.2 H 0.008980 0 1 8.68 22700 13.2 25.0 0.00001
78 2b 38.1 H 0.008980 0 1 8.68 22700 13.2 25.0 0.00001
79 2b 34.1 H 0.008980 0 1 8.68 22700 13.2 25.0 0.00001
80 2b 37.3 H 0.000000 1 0 8.68 22700 13.2 25.0 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:

  1. Introduction:
  2. Procedure:
  3. Results:
  4. Discussion:
  5. Future Study:
  6. References:
  7. Appendix I. Trial 1:
  8. Postscript:

Fish

Rose
Mailemail Waterose


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