Tidal Freshwater Delaware River

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Tidal Freshwater Delaware River Dissolved Oxygen Model

PDE Science Summit 2017

Regulatory Drivers

Dissolved Oxygen 24 hr. avg. criterion • • •

Upper River (Zone 1E, 2): 5.0 mg/L Urban River (Zone 3 - upper Zone 5): 3.5 mg/L Turbidity Max. and Bay (Lower Zone 5 – Zone 6): 6.0 mg/L

1 mg/L O2 = 62.5 μM PWD Model Domain is River Miles 134 to 62

Dissolved oxygen “sag” Summer 2012 simulated

 Direction of Net Transport is Right to Left 

DO processes Dissolved Oxygen

Reaeration

Photosynthesis Algae Respiration

Carbon BOD

NH4  NO3 (nitrification) Sediment oxygen  demand (SOD)

Light, temperature;  Uptake of PO4, NH4, NO3

Algae processes Algae Organic and inorganic nutrients

Dissolved oxygen

Continuous monitors: water level, velocity, discharge, water quality Over 400 discrete inputs: • Tributaries • Municipal/industrial wastewater treatment plants • Combined sewer overflows (CSOs) • Direct runoff

Loading by source category in the model domain  (River Miles 134 to 62) Carbon

0%

50%

Ammonia Tributary

Tributary

Direct Runoff

Direct Runoff

CSO

CSO

WWTP

WWTP

100%

0%

50%

Nitrate

100%

Total Phosphorus Tributary

Tributary

Direct Runoff

Direct Runoff

CSO

CSO

WWTP 0%

50%

100%

WWTP 0%

50%

100%

Water Quality Studies • • • • •

Boat run monitoring DO transects Continuous monitoring Nitrification rate measurements CBODultimate and decay rate measurements • Sediment studies • Phytoplankton taxonomy and CNP ratios

Simulated SOD 0.00 ‐0.20 60

70

80

90

100

110

120

130

140

130

140

SOD (g/m2/d)

‐0.40 ‐0.60 ‐0.80 ‐1.00 ‐1.20 ‐1.40 ‐1.60 ‐1.80

River Miles from Mouth of Bay

Nitrification Rate at 20C (1/d) Rnitm at 20c (1/d)

2 1.5 1 0.5 0 60

70

80

90

100

110

River Miles from Mouth of Bay

120

10

11

Boxplot comparison of modeled and observed DO Summer 2012

Sensitivity Analysis Change in median DO (Baseline ‐ Scenario)  (mg/L)

2012 Sensitivity study (July 1 ‐ Sep 15 output) 1

0.5

0

Algae DOC decay Nitrification SOD

‐0.5

‐1

‐1.5

‐2

‐2.5

60

70

80

90

100 River Mile

110

120

 Direction of Net Transport is Right to Left 

130

140

Next steps • Simulate sediment diagenesis • Simulate additional algal groups • Refine loading information as it becomes available

Acknowledgments CDM Smith Sci-Tek Consultants Woods Hole Group Academy of Natural Sciences of Drexel University Chesapeake Biogeochemical Associates Tetra Tech

Still can’t get enough??? Read the full report Water Quality Model Report: http://phillywatersheds.org/doc/WQ_Model_Complete_Report_FinalDigital_WIT HAPPENDICES_WithAddendumpage_2016_09_19.pdf