Analysis of Florida Keys Canal Remediation Diel Results

Slide Note
Embed
Share

The analysis focuses on the diel results of a canal remediation project in the Florida Keys as of 11/01/2016. It includes measurements of %DO saturation above 42% and the average %DO saturation over a full day, with data points on control and remediated surfaces. Significant improvements are observed in the remediated section. The impact of storm events on DO concentrations is also discussed but not plotted. The comparison between control C28 and remediated C29 shows a decoupling after backfilling, indicating improvements in %DO saturation.


Uploaded on Sep 13, 2024 | 0 Views


Download Presentation

Please find below an Image/Link to download the presentation.

The content on the website is provided AS IS for your information and personal use only. It may not be sold, licensed, or shared on other websites without obtaining consent from the author. Download presentation by click this link. If you encounter any issues during the download, it is possible that the publisher has removed the file from their server.

E N D

Presentation Transcript


  1. Florida Keys Canal Remediation Diel Results As of 11/01/2016

  2. Plots Two types of plots: % of measurements during a full day rendering %DO Saturation above 42% and Average of %DO Saturation for a full day of measurements Sampling frequency is 10 min

  3. Relevant information on improvement (if any)

  4. C28 C29 CONTROL C28A- Surface 100% C28A- Surface 60.42% C28A- Surface 100.00% C28A- Surface 95.14% 81.25% 87.50% C28A- Surface 100.00% 100.00% 77.08% REMEDIATION C29A- Surface 100.00% C29A- Surface 100.00% C29A- Surface 100.00% C29A- Surface 100.00% 100.00% 100.00% C29A- Surface 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% Date FKC01 3/27/2014 Date FKC02 9/12/2014 Date FKC05 2/2/2016 Date 4/28/2016 4/29/2016 4/30/2016 Date 7/28/2016 7/29/2016 7/30/2016 C28A- Bottom 100% C28A- Bottom 0.00% C28A- Bottom 0.00% C28A- Bottom 0.00% 0.00% 0.00% C28A- Bottom 0.00% 0.00% 0.00% C28A- Bottom 81.74 C28A- Bottom 23.76 C28A- Bottom 1.91 C28A- Bottom 2.22 2.20 2.20 C28A- Bottom 0.30 0.39 0.45 C28A- Surface 73.10 C28A- Surface 45.85 C28A- Surface 82.11 C28A- Surface 78.16 70.84 61.79 C28A- Surface 88.03 75.34 64.34 Date C29A- Bottom 56.94% C29A- Bottom 0.00% C29A- Bottom 100.00% C29A- Bottom 100.00% 100.00% 68.06% C29A- Bottom 49.31% 69.44% 79.86% 85.42% 27.78% 5.56% C29A- Bottom D C29A- Surface 44.25 C29A- Bottom O C29A- Surface 23.88 C29A- Bottom 56.31 C29A- Bottom 68.40 67.54 49.25 C29A- Bottom 41.96 47.21 50.73 49.15 37.47 29.20 3/28/2014 Date 9/12/2014 Date 2/2/2016 Date 4/28/2016 4/29/2016 4/30/2016 Date 7/28/2016 7/29/2016 7/30/2016 8/1/2016 8/2/2016 8/3/2016 77.01 55.66 C29A- Surface 97.03 C29A- Surface 76.28 71.03 62.34 C29A- Surface 81.08 76.50 64.13 65.67 75.98 74.05 Storm events as that of 8/1 to 8/3/2016 impact DO concentrations. These values were not plotted on following slide

  5. Control C28 vs Remediated C29 %DO Saturation above 42% 120% 100% Decoupling of Remediated (C29) from Control canal (C28) after backfilling 80% 60% C29 displays significant improvement in both, number of readings above 42%DO Saturation and daily average %DO Saturation 40% 20% 0% 1 2 3 4 5 6 7 8 9 Remediation C28A- Bottom C29A- Bottom Control C28 vs Remediated C29 100 Average %DO Saturation 80 60 Average %DO Sat has been at or above 42% since backfilling 40 20 0 1 2 3 4 5 6 7 8 9 Remediation C28A- Bottom C29A- Bottom D

  6. C132 CONTROL C137 REMEDIATION C137A- Surface 17% 100.00% Date 4/2/2014 9/16/2014 C132A - Bottom C132A - Surface C132A - Bottom C132A - Surface 44% 59% 100.00% 100.00% Date 4/1/2014 9/15/2014 C137A- Bottom 0% 95.14% C137A- Bottom C137A- Surface 26.37 54.63 37.67 51.97 44.37 69.33 40.77 63.09 7/18/2015 1/27/2016 0.00% 96.53% 89.58% 99.31% 9.87 57.48 52.85 63.65 7/17/2015 1/27/2016 20.14% 100.00% 70.83% 100.00% 37.94 64.37 48.49 67.25 7/19/2016 7/20/2016 47.92% 0.00% 100.00% 85.42% 11.94 11.67 2.56 2.56 7/19/2016 7/20/2016 100.00% 91.67% 100.00% 100.00% 1.33 1.25 0.56 0.67 9/11/2016 9/12/2016 9/13/2016 9/14/2016 9/15/2016 9/16/2016 9/17/2016 9/18/2016 77.08% 37.50% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 100.00% 100.00% 100.00% 99.31% 78.47% 73.61% 53.47% 29.86% 58.81 34.73 15.33 4.59 0.96 0.95 0.99 1.00 93.53 90.50 81.14 59.94 53.92 53.37 42.28 32.56 9/11/2016 9/12/2016 9/13/2016 9/14/2016 9/15/2016 9/16/2016 9/17/2016 9/18/2016 100.00% 98.61% 93.06% 73.61% 54.17% 6.25% 0.00% 0.00% 100.00% 100.00% 100.00% 100.00% 92.36% 68.75% 49.31% 25.69% 65.97 62.06 59.72 51.69 41.47 27.96 16.77 9.27 86.59 89.49 92.81 83.66 75.20 61.32 45.35 35.97

  7. Control C132 vs. Remediated C137 Decoupling of Remediated (C137) from Control canal (C132) after remediation 120% % DO Saturation Values above 42% 100% C137 displays significant improvement in both, number of readings above 42%DO Saturation and daily average %DO Saturation 80% 60% 40% Some low DO values keep occurring after remediation tracking the control canal 20% 0% 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Remediation C132A - Bottom C137A- Bottom Control C132 vs, Remediated C137 70 Average %DO Saturation 60 50 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Remediation C132A - Bottom C137A- Bottom

  8. C290 C293 CONTROL C293A- Surface 0.00% 62.50% REMEDIATION C290A- Surface 2.78% 36.81% Date 6/8/2014 9/22/2014 C290A- Bottom 6.25% 44.44% C290A- Bottom 10.53 39.52 C290A- Surface 14.04 38.59 Date 6/8/2014 9/22/2014 C293A- Bottom 0.00% 0.00% C293A- Bottom 0.90 1.06 C293A- Surface 2.67 46.47 8/17/2015 0.00% 79.86% 4.69 77.46 8/15/2015 2/10/2016 0.00% 100.00% 24.31% 100.00% 2.80 66.24 22.85 72.03 6/24/2016 6/25/2016 6/26/2016 9/2/2016 9/3/2016 9/4/2016 9/5/2016 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 38.19% 17.36% 22.22% 14.58% 18.06% 4.17% 0.00% 2.49 2.39 2.40 2.13 2.20 2.23 2.18 34.93 25.28 21.03 12.40 22.86 22.37 22.15 6/24/2016 6/25/2016 6/26/2016 8/31/2016 9/1/2016 0.00% 0.00% 0.00% 0.00% 0.00% 90.97% 79.17% 41.67% 0.00% 2.08% 1.10 1.10 1.12 2.43 2.49 62.26 57.87 36.04 2.41 6.77

  9. Control C293 vs Remediated C290 % DO Saturation values above 42% 120% No improvement yet. Remediation effective just since 3/11/16 100% 80% Monitoring after remediation was performed in June and Sep 2016 60% 40% 20% Control C293 vs. Remediated C290 0% 70 1 2 3 4 5 6 7 8 9 10 11 12 13 Average %DO Saturation Remediation 60 C293A- Bottom C290A- Bottom 50 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 11 12 13 Remediation C293A- Bottom C290A- Bottom

  10. C293 CONTROL C266 REMEDIATION C266A- Surface 0.00% 67.36% Date 6/8/2014 9/22/2014 C293A- Bottom C293A- Surface C293A- Bottom C293A- Surface 0.00% 0.00% 0.00% 62.50% Date 6/9/2014 9/24/2014 C266A-Bottom 0.00% 0.00% C266A-Bottom C266A- Surface 1.29 14.04 0.90 1.06 2.67 46.47 1.60 46.40 8/15/2015 2/10/2016 0.00% 100.00% 24.31% 100.00% 2.80 66.24 22.85 72.03 6/24/2016 6/25/2016 6/26/2016 8/31/2016 9/1/2016 9/3/2016 9/4/2016 9/5/2016 0.00% 0.00% 0.00% 0.00% 0.00% 90.97% 79.17% 41.67% 0.00% 2.08% 1.10 1.10 1.12 2.43 2.49 62.26 57.87 36.04 2.41 6.77 6/21/2016 6/22/2016 6/23/2016 8.33% 0.00% 0.00% 0.69% 51.39% 40.28% 27.99 14.76 24.76 16.75 40.35 36.70 9/2/2016 9/3/2016 9/4/2016 9/5/2016 0.00% 0.00% 0.00% 0.00% 46.53% 54.17% 38.89% 37.50% 1.67 5.81 13.83 17.13 42.03 44.60 40.83 39.42

  11. Control C293 vs Remediated C266 % DO Saturation values above 42% 120% No improvement yet. Although muck removal was completed in 01/16/16, full remediation was effective since 5/20/16 when a weed barrier was installed. 100% 80% 60% Monitoring after remediation was performed in June and Sep 2016 with a shy improving trend appearing since installation of the barrier 40% 20% 0% DO values are still very low. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Remediation C266A-Bottom C293A- Bottom Control C293 vs. Remediated C266 70 Average %DO Saturation 60 50 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Remediation C266A-Bottom C293A- Bottom

  12. C282 CONTROL C277 REMEDIATION C277A- Surface 0.69% 17.36% Date 6/7/2014 9/24/2014 C282A- Bottom C282A- Surface C282A- Bottom C282A- Surface 9.03% 40.28% 63.89% 93.75% Date 6/6/2014 9/23/2014 C277A- Bottom 6.25% 22.22% C277A- Bottom C277A- Surface 23.51 33.16 22.89 45.48 33.70 52.94 23.88 35.73 8/18/2015 2/8/2016 29.17% 100.00% 72.92% 100.00% 30.87 83.86 55.83 78.35 8/14/2015 2/7/2016 62.50% 100.00% 100.00% 100.00% 48.07 83.83 57.55 78.17 6/30/2016 7/1/2016 7/2/2016 9/7/2016 9/8/2016 9/9/2016 0.00% 0.00% 0.00% 17.36% 4.17% 0.00% 0.00% 0.00% 0.00% 40.97% 43.06% 34.72% 1.29 1.30 1.41 15.71 8.17 2.73 2.26 2.24 2.25 39.09 34.28 27.74 6/30/2016 7/1/2016 7/2/2016 8/31/2016 9/1/2016 0.00% 6.25% 29.17% 82.64% 63.19% 25.69% 48.61% 71.53% 83.33% 74.31% 3.69 17.98 30.07 60.55 61.05 29.90 37.15 49.39 63.23 65.58

  13. Control C282 vs Remediated C277 Decoupling of Remediated (C277) from Control canal (C282) after backfilling 120% %DO Saturation Values Above 42% 100% 80% C29 displays a significant improvement trend in both, number of readings above 42% DO Saturation and daily average %DO Saturation 60% 40% 20% 0% 1 2 3 4 5 6 7 8 9 10 11 12 Control C282 vs. Remediated C277 Remediation C282A- Bottom C277A- Bottom 90 80 Average %DO saturation 70 60 50 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 11 12 Remediation C282A- Bottom C277A- Bottom

  14. C293 CONTROL C287 REMEDIATION C287A- Surface Date 6/8/2014 9/22/2014 C293A- Bottom C293A- Surface C293A- Bottom C293A- Surface 0.00% 0.00% 0.00% 62.50% Date C287A- Bottom C287A- Bottom C287A- Surface 0.90 1.06 2.67 46.47 9/23/2014 0.00% 81.94% 4.84 48.58 8/15/2015 2/10/2016 0.00% 100.00% 24.31% 100.00% 2.80 66.24 22.85 72.03 8/19/2015 2/10/2016 0.00% 45.14% 89.58% 100.00% 16.83 40.82 63.51 52.85 6/24/2016 6/25/2016 6/26/2016 8/31/2016 9/1/2016 9/3/2016 9/4/2016 9/5/2016 0.00% 0.00% 0.00% 0.00% 0.00% 90.97% 79.17% 41.67% 0.00% 2.08% 1.10 1.10 1.12 2.43 2.49 62.26 57.87 36.04 2.41 6.77 6/21/2016 6/22/2016 6/23/2016 9/7/2016 9/8/2016 9/9/2016 0.00% 18.75% 0.00% 0.00% 0.00% 0.00% 73.61% 93.75% 100.00% 40.97% 20.14% 10.42% 16.68 31.01 5.76 4.51 1.05 2.79 49.92 65.30 62.90 37.07 29.07 26.43

  15. No sustained improvement yet. Remediation effective just since 6/6/16 Control C293 vs Remediated C287 % DO Saturation values above 42% 120% 100% Monitoring after remediation was performed in June and Sep 2016. More time is necessary for recovery 80% 60% 40% 20% Control C293 vs. Remediated C287 0% 70 1 2 3 4 5 6 7 8 9 10 11 12 13 Remediation Average %DO Saturation 60 C287A- Bottom C293A- Bottom 50 40 30 20 10 0 6 7 8 9 10 11 12 13 1 2 3 4 5 Remediation C287A- Bottom C293A- Bottom

  16. C458 CONTROL C458A- Surface C460 CONTROL Date C458A- Bottom C458A- Bottom C458A- Surface Date C460A- Bottom C460A- Surface C460A- Bottom C460A- Surface 9/26/2014 5/5/2015 8/5/2015 0.00% 100.00% 52.08% 100.00% 100.00% 100.00% 24.66 75.10 42.74 85.08 97.98 81.63 8/6/2015 2/13/2016 2/14/2016 82.64% 100.00% 100.00% 96.53% 100.00% 100.00% 73.67 116.17 106.59 88.17 113.02 104.64 5/16/2016 5/17/2016 5/18/2016 8/17/2016 8/18/2016 8/19/2016 8/20/2016 0.00% 0.00% 4.17% 84.03% 75.00% 32.64% 0.00% 100.00% 100.00% 100.00% 100.00% 95.83% 86.11% 64.58% 13.57 13.10 15.39 55.08 47.11 36.73 26.73 87.47 87.72 65.43 83.01 76.96 66.66 55.83 C470 CONTROL C470A- Surface C472 REMEDIATION C472A- Surface 100.00% 100.00% 100.00% 100.00% 100.00% Date C470A- Bottom C470A- Bottom C470A- Surface Date C472A- Bottom 9.03% 0.00% 100.00% 100.00% 0.00% C472A- Bottom 32.04 3.37 80.40 87.34 2.83 C472A- Surface 80.67 88.27 78.79 95.59 88.34 5/22/2014 9/25/2014 5/4/2015 5/7/2015 8/1/2015 8/3/2015 93.06% 100.00% 63.17 91.40 5/16/2016 5/17/2016 5/18/2016 100.00% 100.00% 81.25% 100.00% 100.00% 100.00% 75.14 68.68 50.84 96.95 96.56 83.31 5/20/2016 5/21/2016 5/22/2016 8/17/2016 8/18/2016 8/19/2016 8/20/2016 8/21/2016 8/22/2016 8/23/2016 0.00% 0.00% 0.00% 88.19% 100.00% 100.00% 93.06% 70.83% 47.22% 38.19% 98.61% 97.92% 96.53% 93.75% 93.06% 98.61% 100.00% 100.00% 100.00% 95.83% 2.24 2.23 2.28 55.91 66.34 64.49 58.08 49.39 36.35 29.19 96.89 92.32 75.75 68.58 75.91 83.22 82.96 82.04 93.41 64.28 8/21/2016 8/22/2016 8/23/2016 0.00% 0.00% 0.00% 100.00% 100.00% 100.00% 9.33 15.54 12.57 4.85 4.93 4.18

  17. Control (C458, C460, C470) vs, Remediated C472 Decoupling of Remediated (C472) from Control canals (C458, 460 and 470) after remediation (culvert installation) is clear, as is the significant degradation in water quality when the culvert was closed. 120 Average %DO Saturation 100 80 60 C472 displays significant improvement in both, number of readings above 42%DO Saturation and daily average %DO Saturation 40 20 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 C458A- Bottom C460A- Bottom C470A- Bottom C472A- Bottom Control (C458, C460, C470) vs Remediated C472 %DO Saturation values above 42% 120% 100% Effective remediation stage began on 05/05/16 when the culvert was re-open. After a marked improvement some low DO values keep occurring after remediation tracking the control canals, but sustaining above control levels 80% 60% 40% 20% 0% 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 C458A- Bottom C460A- Bottom C470A- Bottom C472A- Bottom

More Related Content