| Home |
MONITORING REPORT
Technological and Environmental Management Network Ltd
DREDGING AND RECLAMATION PROGRAMME IN
The R1 bund preparation continued during the period covered by this report. First sector completed, material dredged from PB dredge site was still being pumped into the completed section of R1 from the Leonardo Da Vinci. Significant plume noted from the outlet weir in R1. Screen around outlet appears to be holding.(See Photographs)
The Christoforo Colombo dredged in the H1 and H2 areas at the following times:
The Christoforo was in the channel again between Wed. 20th and Friday 22nd February, bur the exact times were not available in time to be included in this report.
Monitoring flights
were carried out on February 11th and February 19th.
A water quality
monitoring exercise was carried out on
February 18th
The flight of
February 11th suggested that the screen at R3 was not very effective
at the time of the flight, however the plume noted in the attached photograph was in fact material on or near to the sea floor as the depth in the occluded area
was generally less than 0.6 m. There is some drift of the plume toward the SW
which will be further monitored. Water quality results for samples collected in
this area on February 18th are discussed later in this report.
Laboratory analysis results for the set of samples collected in December is now
available, and the data is reviewed in this report.
WATER QUALITY
MONITORING
This is a follow up of data presented in Monitoring report #3 dated
|
Table 1: Dredging and Reclamation in Water
Quality Sampling Sites - |
|||||||
|
Station ID |
LOCATION |
GPS N |
GPS W |
BOD |
TURB |
TSS |
COD |
|
1T |
Offshore |
17o58.925 |
76o50.542 |
2 |
3 |
77.9 |
405.6 |
|
1B |
|
|
|
2 |
3 |
114.7 |
351.0 |
|
2T |
Near Causeway
Brdge |
17o58.684 |
76o50.786 |
2 |
1 |
71.8 |
473.3 |
|
2B |
|
|
|
2 |
22 |
116.5 |
467.0 |
|
3T |
Dredge Site |
17o58.026 |
76o50.408 |
2 |
48 |
242.0 |
677.2 |
|
3B |
|
|
|
2 |
0 |
94.4 |
720.9 |
|
4T |
East of Dredge |
17o58.026 |
76o50.158 |
2 |
1 |
435.7 |
452.4 |
|
4B |
|
|
|
2 |
0 |
111.0 |
520.9 |
Biological Oxygen Demand (BOD), was <2 at all stations. COD was determined to be in the range 351 721 for all samples. The highest values were determined for the sample from the dredge site 3T and 3B, where COD was 677 and 721 respectively. Turbidity was determined to be in the range 0 48 NTU for all samples. The highest value for th s parameter (128 NTU) was determined for station 3 in the dredge plume where TSS was determined to be 93.6 mg/l. Other high values were determined for 3T, where turbidity was 48 NTU compared to a TSS of 242 mg/l, and 3B where turbidity was 22 NTU, while TSS was 116 mg/l. At 1T and 1B turbidity was 3 NTU but TSS was 78 and 115 respectively. At 4T (1NTU), and 4B (0 NTU), TSS was 436 and 111 respectively.
2.
This follows up on Monitoring
report #4 dated
|
Table 2: Dredging
And Reclamation In Kingston Harbour Water Quality Sampling Sites - January 16, 2002 |
|||
|
STATION NO |
DESCRIPTION |
N COORD. |
W COORD |
|
1T |
Plume in wake of
vessel that traversed Channel |
17o 58.216'
|
76o 49.590'
|
|
1M |
|
|
|
|
1B |
|
|
|
|
2T |
In Wake of Dredge
- H1 |
17o 56.638'
|
76o 51.299'
|
|
2M |
|
|
|
|
2B |
|
|
|
|
3T |
Bustamante Beacon |
17o 56.759'
|
76o 50.275'
|
|
3B |
|
|
|
|
4 |
H1 Resampled |
17o 56.695'
|
76o 51.303'
|
|
T - Denotes
Surface Sample B- Denotes Sample
collected near the bottom |
|||
Results:
Results of analyses of samples
collected on January 16th , as well as field data collected by Jan
De Nul on the same occasion are presented in Table 3.
|
|
|
|
LAB. RESULTS |
FIELD DATA |
|
|
STATION NO |
TIME |
DEPTH (M) |
TURBIDITY (NTU) |
TSS (mg/l) |
TSS (mg/l) |
|
1T |
1215 |
|
47 |
448.20 |
50 |
|
1M |
|
|
2 |
95.50 |
100 |
|
1B |
|
13.00 |
18 |
147.30 |
180 |
|
2T |
1335 |
|
2 |
88.70 |
100 |
|
2M |
|
|
3 |
109.00 |
100 |
|
2B |
|
9.50 |
13 |
163.30 |
300 |
|
3T |
1352 |
|
2 |
78.50 |
5 |
|
3B |
|
4.50 |
3 |
232.30 |
5 |
|
4T |
1415 |
|
2 |
95.30 |
5 |
|
4M |
|
|
3 |
101.50 |
5 |
|
4B |
|||||