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201• 529 • 5151 www.hydroqual.com Use of Mechanistic Modeling to Enhance Derivation of Great Bay TN Criteria and Inform Restoration Strategy Thomas W. Gallagher, P.E. Cristhian A. Mancilla, EIT Southeast Watershed Alliance Symposiu May 11, 2011
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Southeast Watershed Alliance Symposium May 11, 2011

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Use of Mechanistic Modeling to Enhance Derivation of Great Bay TN Criteria and Inform Restoration Strategy Thomas W. Gallagher, P.E. Cristhian A. Mancilla, EIT. Southeast Watershed Alliance Symposium May 11, 2011. Stressor-Response Regression Analysis. - PowerPoint PPT Presentation
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Page 1: Southeast Watershed Alliance Symposium May 11, 2011

201• 529 • 5151www.hydroqual.com

Use of Mechanistic Modeling to Enhance Derivation of Great Bay TN Criteria and Inform

Restoration StrategyThomas W. Gallagher, P.E.Cristhian A. Mancilla, EIT

Southeast Watershed Alliance SymposiumMay 11, 2011

Page 2: Southeast Watershed Alliance Symposium May 11, 2011

Stressor-Response Regression Analysis

Regresses response variable (high chla, low DO, eelgrass decline) to stressor (nutrients). MAJOR ASSUMPTION: Other factors not significantly influencing “dose:response”

Empirical relationship (Vollenweider and others) of lake chla to lake phosphorus have been successfully applied for over 40 years.

Stressor-response relationships for rivers and estuaries have been more problematic.

Primary difficulties have been the proper consideration of other factors that influence the stressor-response relationship and the covariance across some stressors.

Page 3: Southeast Watershed Alliance Symposium May 11, 2011

Mechanistic Modeling

Relates response variables to stressor with consideration of site specific physical, chemical, and biological factors. Example: Low DO due to algal photosynthesis and

respiration, BOD oxidation, nitrification, sediment oxygen demand and atmospheric reaeration.

Requires a considerable amount of data in comparison to the stressor-response approach.

More expensive than stressor-response approach but yields more scientifically defensible results; however, frequently beyond the budget of many regulatory agencies.

Page 4: Southeast Watershed Alliance Symposium May 11, 2011

EPA Science Advisory Board Stressor Response Observations

“In order to be scientifically defensible, empirical methods must take into consideration the influence of other variables….  The statistical methods in the Guidance require careful consideration of confounding variables before being used as predictive tools. … Without such information, nutrient criteria developed using bivariate methods may be highly inaccurate.”

SAB Stressor Response Review – April 27, 2010

Page 5: Southeast Watershed Alliance Symposium May 11, 2011

Proposed Numeric Nitrogen Criteria for Great Bay Estuary

Page 6: Southeast Watershed Alliance Symposium May 11, 2011

Trend Monitoring Stations for Water Quality in the Great Bay Estuary

(New Hampshire DES, 2009)

Page 7: Southeast Watershed Alliance Symposium May 11, 2011

Relationship between Light Attenuation Coefficient and TN at Trend Stations

(New Hampshire DES, 2009)

0.75

Page 8: Southeast Watershed Alliance Symposium May 11, 2011

Relationship between Turbidityand TN at Datasonde Stations

(New Hampshire DES, 2009)

Page 9: Southeast Watershed Alliance Symposium May 11, 2011

Contributions to Kd (PAR) measured at the Great Bay Buoy

(From Morrison et al, 2008)

Page 10: Southeast Watershed Alliance Symposium May 11, 2011

Measured Chla and Secchi Disk at Adams Point (1988-2009)

Page 11: Southeast Watershed Alliance Symposium May 11, 2011

Relationship between Minimum DO and Chlorophyll-a at Trend Stations

(New Hampshire DES, 2009) CoastalBayTidal River

Other factors: - Residence time - Reaeration - SOD - BOD oxidation -Stratification

Page 12: Southeast Watershed Alliance Symposium May 11, 2011

DO at the Squamscott River DatasondeJuly 2008

DO (%)DO (mg/L)

DepthSalinity

Page 13: Southeast Watershed Alliance Symposium May 11, 2011

DO at the Squamscott River DatasondeJuly-October 2009

(New Hampshire DES, 2011)

Page 14: Southeast Watershed Alliance Symposium May 11, 2011

Factors InfluencingWater Column Dissolved Oxygen

BOD5 DO

Reaeration

Algal photosynthesis and respiration

SODNH4

BOD5

Water column stratification

Nitrogen Phosphorus

Residence Time

Page 15: Southeast Watershed Alliance Symposium May 11, 2011

Recommendations

Continue to look for other factors responsible for eelgrass decline other than changes in water column light transparency.

To better understand the factors responsible for low DO in tributaries to Great Bay, perform a data collection effort to support mechanistic modeling.

Start with Squamscott River DO model to address Exeter permit issues.

Page 16: Southeast Watershed Alliance Symposium May 11, 2011

STOP

Page 17: Southeast Watershed Alliance Symposium May 11, 2011

Relationship between TN and Chlorophyll-a at Trend Stations

(New Hampshire DES, 2009)

Page 18: Southeast Watershed Alliance Symposium May 11, 2011

COASTAL MARINE LABORATORY

GREAT BAY DATASONDE

LAMPREY RIVER DATASONDE

90th chla = 9.3 ug/LMedian TN = 0.39 mg/L

90th chla = 7.5 ug/LMedian TN = 0.45 mg/L

SALMON FALLS RIVER DATASONDE

OYSTER RIVER DATASONDE

SQUAMSCOTT RIVER DATASONDE

90th chla = 14.3 ug/LMedian TN = 0.57 mg/L

90th chla = 12.1 ug/LMedian TN = 0.74 mg/L

90th chla = 13.7 ug/LMedian TN = 0.52 mg/L

Daily Minimum DO, Jun-Sep 2000-2008 (New Hampshire DES, 2009) 90th chla = 3.3 ug/LMedian TN = 0.30 mg/L

Page 19: Southeast Watershed Alliance Symposium May 11, 2011

Key Transparency Issues to Resolve

Did Bay transparency significantly change over time? Degree of a 1-2 ug/l Chlorophyll a change on long term

average transparency? Degree of chlorophyll a reduction achievable with TN

control considering bay hydrodynamics? Does pattern of eelgrass loss fit transparency theory? Are other factors at play in eelgrass decline?

Page 20: Southeast Watershed Alliance Symposium May 11, 2011

Summary statistics for DO and chlorophyll-a for grab samples collected from 2000-2008 grouped by assessment zone (NH

DES. 2009. Figure 26)

Predicted threshold for DO violations: Chl-a (90th %ile) > 7 ug/L

y = -0.1214x + 5.7986R2 = 0.4995

y = 0.2213x + 12.241R2 = 0.4268

0

5

10

15

20

0 5 10 15 20

90th %ile Chlorophyll-a (ug/L)

DO (m

g/L)

Min

Max

N>20 for all points