Hypoxia in the Surf Zone of the Grand Strand: Likely Causes

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Hypoxia in the Surf Zone of the Grand Strand: Likely Causes. Azure Bevington, Susan Libes, Joseph Bennett, Amanda Hall, Neil Capper and Eric Tosso, Coastal Carolina University, Conway, SC. Serendipity. Being in right place at the right time doing something else. - PowerPoint PPT Presentation

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Hypoxia in the Surf Zone of the Hypoxia in the Surf Zone of the Grand Strand: Likely CausesGrand Strand: Likely Causes

Azure Bevington, Susan Libes, Joseph Bennett, Amanda Hall, Neil Capper and Eric Tosso, Coastal Carolina University, Conway, SC

Serendipity

• Being in right place at the right time doing something else.

• Assessing the impact of new discharge pipe at 25th Ave S on eutrophication status of nearshore.

• Hypothesis: Stormwater runoff through discharge pipes contributes to nutrient loading in the nearshore.

Horry County Beach Closingsn = 10 sites

116 125

215

593

0

100

200

300

400

500

600

700

2000 2001 2002 2003

Nu

mb

er

of

Be

ac

h C

los

ing

s

NRDC (2004) Testing the Waters 2004: A Guide to Water Quality at Vacation Beaches

Violation of Enterococcus Swimming Criteria

Violations of Federal Swimming Criteria for Enterococcus Along Grand Strand Beaches

0

1

2

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6

24 26 28

De

pth

(m

)

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6

34.5 35.0 35.5 36.0

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0 1 2 3 4 5 6

De

pth

(m

)

0

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0 20 40 60 80 100

DO (ppm) % Saturation

Temperature (oC) Salinity

2nd Ave N. Pier 7/20/2004

Bottom Water Quality: Longitudinal Transect Along Pier

24.5

25.0

25.5

26.0

26.5

27.0

27.5

28.0

0 2 4 6Bottom Depth (m)

Te

mp

era

ture

(o

C)

0

1

2

3

4

5

6

0 2 4 6Bottom Depth (m)

DO

(p

pm

)

34.6

34.8

35.0

35.2

35.4

35.6

35.8

36.0

0 2 4 6Bottom Depth (m)

Sa

linit

y

0

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40

60

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0 2 4 6Bottom Depth (m)

% S

atu

rati

on

0 m

3 m

?Low DO5 m

Longitudinal Model of Hypoxic Zone

Pier

+ 100 to 200 m

Time-line

• Surface Cooling: July 1 – July 30• Rain fall

– 7/9, 1.0 inches– 7/18, 2.2 inches

• Sampling – 7/20: 2nd Ave N and Springmaid– 7/22: 2nd Ave N and Springmaid – 7/23: Cherry Grove and Apache + DNR transects

• Flounder Jubilee– July 15 – 23– July 23 – 28: tapered down

0.0

0.5

1.0

1.5

2.0

2.5

6/1

6/5

6/9

6/1

3

6/1

7

6/2

1

6/2

5

6/2

9

7/3

7/7

7/1

1

7/1

5

7/1

9

7/2

3

7/2

7

7/3

1R

ain

(in

)

Withers Swash Midway Swash

Flounder runs start

Cold Event

Hypoxia first observed

Rain Fall Amounts Near Locations of Major Freshwater Input to Surf Zone

Time-line

• Surface Cooling: July 1 – July 30• Rain fall

– 7/9, 1.0 inches– 7/18, 2.2 inches

• Sampling – 7/20: 2nd Ave N and Springmaid– 7/22: 2nd Ave N and Springmaid – 7/23: Cherry Grove and Apache + DNR transects

• Flounder Jubilee– July 15 – 23– July 23 – 28: tapered down

DO Concentration in Bottom Water During Hypoxic Event

0

1

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4

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6

GardenCity

Surfside MyrtleBeach

State Park

SpringmaidPier

2nd Ave N.MB

ApachePier

CherryGrove Pier

DO

(p

pm

)

7/20/047/22/047/23/04

NOAA Estuarine Eutrophication Criteria Biological Stress >2 ppm, < 5 ppmHypoxic >0 ppm, < 2 ppmAnoxic 0 ppm

Off Shore

8.01

8.07 8.06

8.20

8.09

7.83

8.02

7.6

7.7

7.8

7.9

8.0

8.1

8.2

8.3

Garden City Garden City Surfsidenearshore

Surfsideoffshore

Myrtle BeachState Park

Pier

2nd Ave Pier Apache Pier,nearshore

Mea

n p

HpH measurements along Grand Strand, July 23, 2004

Surf Zone and Near Shore Dissolved Oxygen Percent Saturation

20

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110

2/26 3/12 3/27 4/11 4/26 5/12 5/27 6/11 6/26 7/11 7/27 8/11

Sampling Date

Per

cen

t S

atu

rati

on

of

DO

2nd Ave N Springmaid Pier Surf Zone (25th Ave N)

Cherry Grove Pier Apache Pier

Cold Event

Bottomwater

Rain No Rain

Rain

Time-line

• Surface Cooling: July 1 – July 30• Rain fall

– 7/9, 1.0 inches– 7/18, 2.2 inches

• Sampling – 7/20: 2nd Ave N and Springmaid– 7/22: 2nd Ave N and Springmaid – 7/23: Cherry Grove and Apache + DNR transects

• Biotic Impacts– Flounder Jubilee – Benthic invertebrate kills at Huntington Beach and Pawleys

Island

Causative Agents

• Coastal Upwelling– Summer Cooling– Plankton Bloom

• Elevated Chlorophylls • Nutrients

• Stormwater Runoff– Pipes and swashes discharge on beach– Off-shore discharge pipes

• Raw Sewage Spill

Surf Zone and Near Shore Chlorophyll a Levels

0

10

20

30

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50

60

70

80

2/26 3/12 3/27 4/11 4/26 5/12 5/27 6/11 6/26 7/11 7/27 8/11

Sampling Date

Ch

l a (

pp

b)

2nd Ave N Springmaid Pier Surf Zone (25th Ave N)

Cherry Grove Pier Apache Pier

NOAA Estuarine Eutrophication Criteria Surface ConcentrationHypereutrophic >60 ppbHigh >20 ppb, < 60 ppbMedium >5 ppb, < 20 ppbLow >0 ppb, <5 ppb

Bottomwater

Cold Event

Rain No Rain Rain

Total Nitrogen Concentration in the Surf Zone and Near Shore

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.400

0.450

4/23 5/3 5/13 5/23 6/2 6/12 6/22 7/2 7/12 7/22 8/1Sampling Date

Co

nce

ntr

atio

n (

pp

m N

)

2nd Ave N Springmaid Pier Surf Zone (25th Ave N)

Cherry Grove Pier Apache Pier

NOAA Estuarine Eutrophication Criteria Maximum Dissolved Surface ConcentrationHigh >1ppmMedium >0.1 ppm, < 1 ppmLow >0 ppm, <0.1 ppm

Bottomwater

Cold Event

Total Phosphorus Concentration in the Surf Zone and Near Shore

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

4/23 5/3 5/13 5/23 6/2 6/12 6/22 7/2 7/12 7/22 8/1Sampling Date

Co

nce

ntr

atio

n (

pp

m P

)

2nd Ave N Springmaid Pier Surf Zone (25th Ave N)

Cherry Grove Pier Apache Pier

NOAA Estuarine Eutrophication Criteria Maximum Dissolved Surface ConcentrationHigh >0.1ppmMedium >0.01 ppm, < 0.1 ppmLow >0 ppm, <0.01 ppm

Bottom water

Cold Event

Nitrogen to Phosphorus Ratio in the Surf Zone and Near Shore

0.0

20.0

40.0

60.0

80.0

100.0

120.0

4/23 5/3 5/13 5/23 6/2 6/12 6/22 7/2 7/12 7/22 8/1

Sampling Date

N/P

2nd Ave N Springmaid Pier Surf Zone (25th Ave N)

Cherry Grove Pier Apache Pier

Bottom water

Cold Event

N deficient growth

P deficient growth

Guildford and Hecky, 2000

Causative Agents

• Coastal Upwelling– Summer cooling– Plankton Bloom

• Elevated Chlorophylls • Nutrients

• Stormwater Runoff– Pipes and swashes discharge on beach– Off-shore discharge pipes

• Raw Sewage Spill

Stormwater Runoff

• Tidal Creeks (swashes)– Withers Swash: 35 to 40 cfs non-rain, 12 MGD – Midway Swash: 10 to 15 cfs non-rain, 4 MGD

• Pipes on Beach Face– Diameter ( 2 to 3’)– 100+

• Outfall Pipes (n = 3)– 25th Ave S

• Two individual pipes• 1222’• 60” diameter• Installed June 2003• 32.35 cfs during 50-yr non-hurricane storm (8.6” in 24 hr)• Catchment area is 189 acres

Causative Agents• Coastal Upwelling

– Summer cooling– Plankton Bloom

• Elevated Chlorophylls • Nutrients

• Stormwater Runoff– Pipes and swashes discharge on beach– Off-shore discharge pipes

• Raw Sewage Spill in NMB– July 13: few hundred gallons– July 21: 5000 gallons

Is this a one-time event?

Should we be worried?

-

200,000

400,000

600,000

800,000

1,000,000

1,200,000

Po

pu

lati

on

Es

tim

ate

1990 1995 2000 2005 2010 2020 2030

Year

Horry County Population Growth Projections

Permanent Overnight Day

Future Frequency of Hypoxia

• Frequency of Upwelling– Global Climate Change

• Stormwater Runoff– Global Climate Change– Increase in population & impervious cover

Potential Impacts

• Hard Bottom Communities

• Fisheries– Overfishing

• Harmful Algal Blooms

< 0.5 m sediment cover

Potential Hard Bottom Habitat

3 m

Typical 4 s waves along Grand Strand constrain wind mixing to upper 3 m (Gayes, pers. comm.)

Hard Bottoms start

Potential Impacts

• Hard Bottom Communities

• Fisheries– Overfishing

• Harmful Algal Blooms

Needs

• Monitoring

• Define normal for Nearshore Waters– Now using estuarine criteria– How much of these events are natural

• Translate this into management guidelines– Reduction of nonpoint loads

Acknowledgments

• Bob Van Dolah, Mel Bell, George Reikerk, Dean Cain, SC DNR

• Denise Sanger, SC DHEC OCRM• Alan Lewitus, South Carolina Algal Ecology

Laboratory • Bob Pender, Ryan Day, Burroughs and Chapin

Center for Marine and Wetland Studies

Surf Zone and Swashes, Myrtle Beach, SC

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3/27 4/11 4/26 5/12 5/27 6/11 6/26 7/11 7/27

Sampling Date

Mo

lar

N t

o P

Drainage Basin 2 (ditch) Drainage Basin 1 (pool)

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