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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 3. Trial 2 Byssal Thread Regeneration and Water Parameters for Set 1 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 2a 34.1 A 0.017600 0 1 8.15 23700 16.2 25.0 0
42 2a 40.2 A 0.017600 0 1 8.15 23700 16.2 25.0 0
43 2a 43.3 A 0.017600 0 1 8.15 23700 16.2 25.0 0
44 2a 36.1 A 0.017600 0 1 8.15 23700 16.2 25.0 0
45 2a 38.2 A 0.017600 0 1 8.15 23700 16.2 25.0 0
46 2a 32.4 B 0.000000 0 1 6.73 1520 17.5 1.0 0
47 2a 34.1 B 0.000000 0 1 6.73 1520 17.5 1.0 0
48 2a 39.0 B 0.000000 0 1 6.73 1520 17.5 1.0 0
49 2a 44.3 B 0.000000 0 1 6.73 1520 17.5 1.0 0
50 2a 43.1 B 0.000000 0 1 6.73 1520 17.5 1.0 0
51 2a 43.1 B 0.000000 0 1 6.73 1520 17.5 1.0 0
51 2a 32.2 C 0.000275 0 1 8.73 2750 17.1 10.0 0
52 2a 37.2 C 0.000275 0 1 8.73 2750 17.1 10.0 0
53 2a 37.2 C 0.000275 0 1 8.73 2750 17.1 10.0 0
54 2a 32.2 C 0.000275 0 1 8.73 2750 17.1 10.0 0
55 2a 30.0 C 0.000000 1 0 8.73 2750 17.1 10.0 0
56 2a 27.4 D 0.007170 0 1 7.72 190 17.9 22.0 0.1
57 2a 36.5 D 0.007170 0 1 7.72 190 17.9 22.0 0.1
58 2a 39.4 D 0.007170 0 1 7.72 190 17.9 22.0 0.1
59 2a 41.4 D 0.000000 1 0 7.72 190 17.9 22.0 0.1
60 2a 43.3 D 0.000000 1 0 7.72 190 17.9 22.0 0.1
61 2a 31.1 E 0.008280 0 1 8.65 24900 17.4 24.0 0.01
62 2a 39.2 E 0.008280 0 1 8.65 24900 17.4 24.0 0.01
63 2a 32.2 E 0.008280 0 1 8.65 24900 17.4 24.0 0.01
64 2a 37.2 E 0.008280 0 1 8.65 24900 17.4 24.0 0.01
65 2a 30.5 E 0.000000 1 0 8.65 24900 17.4 24.0 0.01
66 2a 29.2 F 0.012400 0 1 8.74 25200 17.3 25.0 0.001
67 2a 38.1 F 0.012400 0 1 8.74 25200 17.3 25.0 0.001
68 2a 35.1 F 0.012400 0 1 8.74 25200 17.3 25.0 0.001
69 2a 37.2 F 0.012400 0 1 8.74 25200 17.3 25.0 0.001
70 2a 37.4 F 0.000000 1 0 8.74 25200 17.3 25.0 0.001
71 2a 33.1 G 0.019500 0 1 8.76 25200 16.8 25.0 0.0001
72 2a 35.3 G 0.019500 0 1 8.76 25200 16.8 25.0 0.0001
73 2a 35.3 G 0.019500 0 1 8.76 25200 16.8 25.0 0.0001
74 2a 41.1 G 0.019500 0 1 8.76 25200 16.8 25.0 0.0001
75 2a 36.5 G 0.019500 0 1 8.76 25200 16.8 25.0 0.0001
76 2a 30.3 H 0.008980 0 1 8.79 25200 16.6 25.0 0.00001
77 2a 34.2 H 0.008980 0 1 8.79 25200 16.6 25.0 0.00001
78 2a 38.1 H 0.008980 0 1 8.79 25200 16.6 25.0 0.00001
79 2a 34.1 H 0.008980 0 1 8.79 25200 16.6 25.0 0.00001
80 2a 37.3 H 0.000000 1 0 8.79 25200 16.6 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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