TABLE 2.3.4-1: SUMMARY OF FIELD ACTIVITIES Cayuga Lake Mysis relicta Population
|
YEAR |
TIME |
DATE |
PRIMARY EQUIPMENT |
OBJECTIVE |
|
1994 |
Day |
08/06/94 |
70 kilohertz (kHz) |
Determine daytime distribution of M. relicta. |
|
Night |
08/07/94 |
70 kHz |
Determine distribution of M. relicta around intake location. | |
|
Early Evening |
10/27/94 |
420 kHz |
Observe daily vertical migration. | |
|
YEAR |
SAMPLING METHOD |
DATE |
PRIMARY EQUIPMENT |
OBJECTIVE |
|
1995 |
Diurnal Sampling |
07/24/95 |
420 kHz |
Observe daily vertical migrations to determine the amount of time M. relicta spend near intake depth. |
|
Lake-Wide Survey |
08/08/95 |
420 kHz, 70 kHz |
Determine if southern basin population differs from rest of lake. | |
|
Light Experiment |
07/25/95 |
420 kHz |
Test response of M. relicta to artificial light sources. Shallow water and benthic tests performed. | |
|
1996 |
Lake-Wide Survey |
05/02/96 |
Nets |
Determine if southern basin population differs from the rest of the lake. |
|
Daytime Survey |
05/25/96 |
420 kHz, 70 kHz |
Determine depth of daytime distribution in relation to proposed intake. | |
|
Light Experiment |
06/20/96 |
420 kHz |
Test response of M. relicta to long-term benthic light source. |
TABLE 2.3.4-2: COMPARISON OF HYDROACOUSTIC DATA, AUGUST AND SEPTEMBER 1995 LAKEWIDE SURVEY
HYDROACOUSTIC DATA FOR STRATA 1-4
|
AUGUST 1995 | ||||
|
TRANSECT |
STRATUM 1 (dB) |
STRATUM 2 (dB) |
STRATUM 3 (dB) |
STRATUM 4 (dB) |
|
a |
N/A |
-69.74 |
-66.80 |
-70.23 |
|
b |
N/A |
-68.06 |
-66.49 |
-71.48 |
|
c |
-70.28 |
-67.24 |
-64.80 |
-68.57 |
|
d |
-69.32 |
-69.31 |
-67.1292 |
N/A |
|
e |
-72.48 |
-69.53 |
-61.7306 |
N/A |
|
f |
-100 |
-68.70 |
-73.7906 |
N/A |
|
Average Sv |
-78.02 |
-68.76 |
-66.79 |
-70.09 |
|
Density / mĘ3 |
0.206 |
3.73 |
6.93 |
2.46 |
|
Density / mĘ2 |
5.755 |
104.59 |
194.08 |
68.93 |
Kruskal-Wallis H Test for Significant Differences Among Strata
H = 8.38
Critical Value = x2(0.05.3) = 7.815
Reject null hypothesis (H0 = Strata are not significantly different). At least one stratum is different from at least one other.
|
STEP-WISE COMPARISON OF STRATA FOR AUGUST 1995 |
STRATUM 1 |
STRATUM 1 |
STRATUM 1 |
STRATUM 2 |
STRATUM 2 |
STRATUM 3 |
|
Difference between rank means |
6.0 |
10.0 |
2.8 |
4.0 |
3.2 |
7.2 |
|
Critical value at a (0.15) |
11.01 |
11.01 |
13.02 |
9.84 |
12.06 |
12.06 |
HYDROACOUSTIC DATA FOR STRATA 1-4
|
SEPTEMBER 1995 | ||||
|
TRANSECT |
STRATUM 1 (dB) |
STRATUM 2 (dB) |
STRATUM 3 (dB) |
STRATUM 4 (dB) |
|
a |
N/A |
-65.52 |
-65.31 |
-68.05 |
|
b |
N/A |
-67.29 |
-64.26 |
-69.39 |
|
c |
-67.10 |
-66.80 |
-65.37 |
-67.37 |
|
d |
-65.97 |
-65.27 |
-68.26 |
N/A |
|
e |
-64.94 |
-66.72 |
-66.82 |
N/A |
|
f |
-71.2075 |
-64.98 |
-71.19 |
N/A |
|
Average Sv |
-67.30 |
-66.10 |
-66.87 |
-68.27 |
|
Density / mĘ3 |
5.90 |
8.61 |
6.76 |
4.36 |
|
Density / mĘ2 |
165.3 |
241.1 |
189.3 |
122.0 |
Kruskal-Wallis H Test for Significant Differences Among Strata
H = 3.78
Critical Value = x2(0.05.3) = 7.815
Accept null hypothesis (H0 = Strata are not significantly different.)
dB = decibels
TABLE 2.3.4-3: STATISTICAL ANALYSES OF MYSIS RELICTA LAKEWIDE DISTRIBUTION
|
DATE |
STRATUM 1 M. relicta/m2 |
STRATA 2,3,4M. relicta/m2 | |
|
August 1995 |
Mean |
65 |
94 |
|
Mann-Whitney U. U = 18 0.05(2)3.9 = 25 Groups are not significantly different. | |||
|
September 1995 |
Mean |
35 |
156 |
|
Mann-Whitney U. U = 14 0.05(2)3.7 = 20 Groups are not significantly different. | |||
|
Spring 1996 |
Mean |
74 |
86 |
|
Student's t-test (means) t = 0.98 < t0.05(2)112 = 1.982. Means are not significantly different. | |||
|
Spring 1996 (Samples from 20 m and Deeper) |
Mean |
103 |
93 |
|
Student's t-test (means) t = 0.77 < t0.05(2)90 = 1.987. Means are not significantly different. | |||
TABLE 2.3.4-4: DEPTH AND LIGHT LEVELS OF DAYTIME DISTRIBUTION OF MYSIS RELICTA
|
DATE |
WEATHER |
IRRADIANCE (LUX) |
AVERAGE MEASURED COEFFICIENTS OF EXTINCTION |
DEPTH AT LAYER OF MYSIS RELICTA |
LIGHT LEVEL AT LAYER (LUX) |
|
06/12/96 |
Sunny |
94736 |
0.42 |
70 meters (m) |
9.0 x 10-8 |
|
06/20/96 |
Cloudy |
36667 |
0.37 |
60 m |
6.2 x 10-4 |
|
07/24/96 |
Sunny |
79056 |
0.63 |
72 m |
2.0 x 10-14 |
|
07/24/96 |
Cloudy |
25326 |
0.48 |
72 m |
9.1 x 10-10 |
|
08/21/96 |
Sunny |
89930 |
0.39 |
80 m |
3.4 x 10-9 |
|
08/21/96 |
Sunny |
73389 |
0.41 |
80 m |
1.8 x 10-8 |
Note: The light level of the M. relicta layer was calculated from field recorded light levels and calculated coefficients of light extinction. Beer's Law states that Iz = I0 × e -c×z, in which Iz is the light intensity at depth z, I0 is the light intensity (irradiance) at the surface, and c is the coefficient of light extinction. While the coefficient of light extinction is reported as an average, the light level was calculated from extinction coefficients generated for 10 m depth bins (0-10 m, 10-20 m, etc). The deepest measured coefficient of extinction was extrapolated to the depth of the observed M. relicta layer. This step-down approach (light intensity at surface to light intensity at 10 m, light intensity at 10 m to light intensity at 20 m, etc.) represents a more accurate depiction of how light is transmitted in Cayuga Lake. See Appendix C-2 for calculations of extinction coefficients and light levels.
TABLE 2.3.4-5: WAVELENGTH-SPECIFIC EXTINCTION COEFFICIENTS AS MEASURED BY UFI AT STATION S11, JUNE 20, 1996
|
WAVELENGTH INTERVAL |
AVERAGE EXTINCTION COEFFICIENTS - 0.5 - 4.5 METERS |
AVERAGE EXTINCTION COEFFICIENTS - 1 - 23 METERS |
|
300 - 800 |
0.795 |
0.336 |
|
400 - 700 |
0.765 |
0.337 |
|
300 - 350 |
1.823 |
0.153 |
|
350 - 400 |
1.940 |
0.286 |
|
400 - 450 |
1.272 |
0.515 |
|
450 - 500 |
0.879 |
0.402 |
|
500 - 550 |
0.664 |
0.312 |
|
550 - 600 |
0.604 |
0.302 |
|
600 - 650 |
0.815 |
0.517 |
|
650 - 700 |
1.012 |
0.563 |
|
700 - 750 |
1.441 |
0.458 |
|
750 - 800 |
2.921 |
0.297 |
TABLE 2.3.4-6: PERCENT OF HYPOLIMNION WITHDRAWN BY LSC (PERMIT CONDITIONS)
|
DESCRIPTION |
JAN. |
FEB. |
MAR. |
APRIL |
MAY |
JUNE |
JULY |
AUG. |
SEPT. |
OCT. |
NOV. |
DEC. |
|
Total Lake Volume, billion cu. meters |
9.4 |
9.4 |
9.4 |
9.4 |
9.4 |
9.4 |
9.4 |
9.4 |
9.4 |
9.4 |
9.4 |
9.4 |
|
Hypolimnion Volume, billion cu. meters |
0 |
0 |
0 |
0 |
0 |
6 |
5.5 |
5.1 |
4.8 |
4.2 |
3.6 |
0 |
|
LSC Pumped Volume, billion cu. meters |
0.0017 |
0.0016 |
0.0017 |
0.0020 |
0.0027 |
0.0052 |
0.0054 |
0.0054 |
0.0052 |
0.0027 |
0.0020 |
0.0017 |
|
Percent of Total Lake Circulated Monthly |
0.02 |
0.02 |
0.02 |
0.02 |
0.03 |
0.06 |
0.06 |
0.06 |
0.06 |
0.03 |
0.02 |
0.02 |
|
Percent of Hypolimnion Withdrawn Monthly |
0 |
0 |
0 |
0 |
0 |
0.09 |
0.10 |
0.11 |
0.11 |
0.06 |
0.06 |
0 |
(1) Lake volume assumes constant lake level of 116 meters (381 feet). Source: Birge and Juday 1914.
(2) Hypolimnetic volume calculated from the Environmental Feasibility Report - Bell Station Volume 1. January 1973, pp. 2-57. Volume estimated by averaging hypolimnetic volume calculated for the first and last day of each month.
(3) LSC pumped volume calculated from permit flows as calculated in the Gryphon International Basis of Design document issued June 5, 1996 (BOD-General - 1.01). Calculated assuming maximum permit flows 24 hours/day.
(4) Percentages have been rounded to the nearest hundredth. Percentages in tables are read as follows: The 0.02 percent of total lake volume pumped in January is two ten thousandths of the lake volume.


