Nature Conservancy Env. Flows

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Kimberly Meitzen, Ph.D.

A presentation to the NC Ecological Flows Science Advisory Board, February 19th

TNC Freshwater Resilience Project   1. Linear and lateral functional connectivity   2.Diversity of geophysical riverine habitats  3. Water quality and riparian land use/cover  4. Natural flow patterns and flow alterations  Environmental flow assessment

Goal is to identify stream reaches with the greatest  resiliency and conservation  potential for supporting  healthy biodiverse freshwater ecosystems.

E‐Flows: Cape Fear   Little Tennessee, Tar Pamlico, Roanoke

TNC Environmental Flow Project Outline 1. Conduct literature review to develop flow-ecology relationships for NC riverine biota and physical stream processes

2. Analyze changes

in (a.) flow patterns and (b.) biota over recent history of flow impacts

3a. Identify patterns of biotic changes 3b. Identify spatial and temporal patterns of flow changes

4. Develop flow-ecology criteria and flow recommendations to protect riverine ecosystem integrity characteristic of NC’s biotic and physiographic diversity (Decision Support System for Environmental Flows DSSEF)

5. Identify areas of conservation priority relative to freshwater ecosystem resilience and vulnerability 6. Provide information and resources to the EFSAB to assists their environmental flow recommendation process

Creek chub sucker

Biological Data Evaluation  NCDWQ wadeable streams  Fish > 2 survey dates per site, 1990 ‐ 2011  Benthos > 3 survey dates per site 1982 ‐ 2010

Tar River spinymussel

Biological Data Evaluation  Fish data: sites with > 2 survey samples  Benthos data: sites with > 3 surveys  Species distribution by ecoregion  NMS community ordination of species and sites: 

coastal plain (red), piedmont (yellow), and blue  ridge (green), black dot represent species River  Basin

Fish Sites

Fish  Diversity 

Fish  Density 

Benthos  Sites

Benthos Diversity

Benthos Density

Roanoke

27

58

1,218

23

338

4,938

Cape Fear

69

68

2,650

136

464

28,032

Tar  Pamlico

33

59

1,740

25

330

5,887

Little  Tennessee

12

36

415

50

350

12,043

Fish Distribution by Guilds Count Total % 14 17 10 2 1 50 5 64 37 3 6 2 2 1

pool‐run pool‐run; backwater pool‐run; pool pool‐run; riffle‐run riffle riffle; riffle‐run riffle‐run riffle‐run; pool‐run riffle‐run; riffle riffle‐run; riffle; pool‐run

41 1 2 6 12 3 19 2 3 1

50

15 25

29

9

14

Spawn backwater backwater; pool

Count Total % 20 22 13 2

Pool Pool‐Run Riffle‐Run

pool pool; backwater pool; margin pool; pool‐run pool‐margin pool‐margin; pool‐run pool‐run pool‐run; backwater pool‐run; margin pool‐run; riffle‐run riffle riffle; riffle‐run riffle‐run riffle‐run; pool‐run riffle‐run; riffle

29 4 2 1 3 2 32 1 2 7 13 8 41 2 4

Riffle 36

21

5

3

42

24

21

12

47

27

Margin Backwater

Depth

Adult/Juvenile backwater backwater; pool backwater; pool‐margin pool pool; backwater pool; pool‐margin pool; pool‐run pool‐margin

Guilds developed by WRC for NC

Velocity

Calculated from fish presence data for Little Tennessee, Cape Fear, Tar‐Pamlico, and Little Tennessee

Biological analysis: biotic changes over time  Fish and benthos diversity and abundance changes over time  Graphs for 141 fish sites and 234 benthos sites  Calculated Coefficient of Variation (CV = st.dev/mean) to show 

30

1200

25

1000

20

800

15

600

10

400

5

200

0

0

Cape Fear Fish OID 18

Diversity

R² = 0.6867

Count

R² = 0.1636

Count

Diversity

variation in diversity and abundance among sample surveys  Contemporary conditions and patterns of change 

Biotic changes over time: Fish Diversity  Variation overtime between survey dates  Coefficient of Variance, CV= standard deviation/mean  Lower values = less change and higher values = more

CV

Low

High

(0)

(0.5)

Biotic changes over time: Fish Abundance  Variation overtime between survey dates  Coefficient of Variance, CV= standard deviation/mean  Lower values = less change and higher values = more

CV

Low

High

(0)

(0.5)

Biotic changes over time: Benthos Diversity  Variation overtime between survey dates  Coefficient of Variance, CV= standard deviation/mean  Lower values = less change and higher values = more

CV

Low

High

(0)

(0.99)

Biotic changes over time: Benthos Abundance  Variation overtime between survey dates  Coefficient of Variance, CV= standard deviation/mean  Lower values = less change and higher values = more

CV

Low

High

(0)

(0.99)

Fish diversity

Fish abundance

Benthos Diversity Low

High

Benthos Abundance Low

High

Low

High

USGS Stream Flow Gages  34 gages with 36 years of record, 1976‐2011   Period 1 (recent historic conditions): 1976‐1994  Period 2 (current contemporary conditions) : 1994‐2011

 What are the changes in flow patterns over recent history (1976‐ 2011)?  How do they vary spatially (among gaging sites) and temporally (months)?   Contemporary conditions and patterns of change

Examining spatial  and temporal  patterns of flow  changes will inform  management  decisions on  sustainable water  use and   environmental flow  protection.

USGS Stream Flow Gages Station ID 03504000 03500240 03500000 03512000 03503000 03513000 02102908 02093800 02097517 02097314 02102192 02094500 02100500 02108000 02106500 02096960 02102000 02102500 02105500 02105769 02084557 02084160 02081500 02082950 02081747 02083000 02082506 02082585 02083500 02077200 02077670 02077303 02071000 02080500

Basin Little Tennessee Little Tennessee Little Tennessee Little Tennessee Little Tennessee Little Tennessee Cape Fear Cape Fear Cape Fear Cape Fear Cape Fear Cape Fear Cape Fear Cape Fear Cape Fear Cape Fear Cape Fear Cape Fear Cape Fear Cape Fear Tar‐Pamlico Tar‐Pamlico Tar‐Pamlico Tar‐Pamlico Tar‐Pamlico Tar‐Pamlico Tar‐Pamlico Tar‐Pamlico Tar‐Pamlico Roanoke Roanoke Roanoke Roanoke Roanoke

Longitude ‐83.61900 ‐83.39430 ‐83.37960 ‐83.35350 ‐83.52680 ‐83.44740 ‐79.17750 ‐79.95310 ‐79.01920 ‐78.96580 ‐78.97340 ‐79.61670 ‐79.65530 ‐77.83300 ‐78.28890 ‐79.13360 ‐79.11590 ‐78.81310 ‐78.82390 ‐78.29360 ‐76.74660 ‐77.22830 ‐78.58310 ‐77.87580 ‐78.29640 ‐77.69270 ‐77.86550 ‐77.78720 ‐77.53300 ‐79.19700 ‐78.87220 ‐78.99640 ‐79.82610 ‐77.63450

Latitude 35.12700 35.15870 35.14980 35.46150 35.33650 35.42790 35.18180 36.17290 35.89350 35.88490 35.55960 36.17540 35.72620 34.82790 34.75490 35.76350 35.62740 35.40630 34.83490 34.40430 35.73040 35.56320 36.19490 36.18570 36.09290 36.15100 35.89960 35.95430 35.89410 36.39930 36.54070 36.52350 36.41260 36.46050

Station Name NANTAHALA RIVER NEAR RAINBOW SPRINGS, NC CARTOOGECHAYE CREEK NEAR FRANKLIN, NC LITTLE TENNESSEE RIVER NEAR PRENTISS, NC OCONALUFTEE RIVER AT BIRDTOWN, NC LITTLE TENNESSEE RIVER AT NEEDMORE, NC TUCKASEGEE RIVER AT BRYSON CITY, NC FLAT CREEK NEAR INVERNESS, NC REEDY FORK NEAR OAK RIDGE, NC MORGAN CREEK NEAR CHAPEL HILL, NC NEW HOPE CREEK NEAR BLANDS, NC BUCKHORN CREEK NR CORINTH, NC REEDY FORK NEAR GIBSONVILLE, NC DEEP RIVER AT RAMSEUR, NC NORTHEAST CAPE FEAR RIVER NEAR CHINQUAPIN, NC BLACK RIVER NEAR TOMAHAWK, NC HAW RIVER NEAR BYNUM, NC DEEP RIVER AT MONCURE, NC CAPE FEAR RIVER AT LILLINGTON, NC CAPE FEAR R AT WILM O HUSKE LOCK NR TARHEEL, NC CAPE FEAR R AT LOCK #1 NR KELLY, NC VAN SWAMP NEAR HOKE, NC CHICOD CR AT SR1760 NEAR SIMPSON, NC TAR RIVER NEAR TAR RIVER, NC LITTLE FISHING CREEK NEAR WHITE OAK, NC TAR R AT US 401 AT LOUISBURG, NC FISHING CREEK NEAR ENFIELD, NC TAR R BL TAR R RESERVOIR NR ROCKY MOUNT, NC TAR RIVER AT NC 97 AT ROCKY MOUNT, NC TAR RIVER AT TARBORO, NC HYCO CREEK NEAR LEASBURG, NC MAYO CR NR BETHEL HILL, NC HYCO R BL ABAY D NR MCGEHEES MILL, NC DAN RIVER NEAR WENTWORTH, NC ROANOKE RIVER AT ROANOKE RAPIDS, NC

Drainage  Size Area (mi2) Category Ecoregion 51.9 small Blue Ridge 57.1 small Blue Ridge 140.0 small Blue Ridge 184.0 small Blue Ridge 436.0 medium Blue Ridge 655.0 medium Blue Ridge 7.6 headwater Coastal Plain 20.6 headwater Piedmont 41.0 headwater Piedmont 75.9 small Piedmont 76.3 small Piedmont 131.0 small Piedmont 349.0 medium Piedmont 599.0 medium Coastal Plain 676.0 medium Coastal Plain 1275.0 large Piedmont 1434.0 large Piedmont 3464.0 large Coastal Plain 4852.0 large Coastal Plain 5255.0 large Coastal Plain 23.0 headwater Coastal Plain 45.0 headwater Coastal Plain  167.0 small Piedmont 177.0 small Piedmont 427.0 medium Piedmont 526.0 medium Coastal Plain 777.0 medium Coastal Plain 925.0 medium Coastal Plain 2183.0 large Coastal Plain 45.9 headwater Piedmont 53.5 small Piedmont 202.0 medium Piedmont 1053.0 medium Piedmont 8384.0 large Coastal Plain

Indicators of Hydrologic Alteration IHA • • •



Software for understanding hydrologic changes in  ecologically relevant terms Developed by TNC to quantify flow patterns and flow  alteration Metrics for Magnitude, Duration, Frequency, Timing,  Rate of Change • 33 Metrics calculated for the period of record • 34 Environmental Flow Component (EFC) Metrics  calculated for  5 discrete groups: Extreme Low  Flows, Low Flows, High Flows, Small Floods, Large  Floods Applied in numerous e‐flow studies nationwide Version 7.1 IHA software download:  http://conserveonline.org/workspaces/iha/documents/index/view.html

IHA metrics for quantifying flow alteration  between baseline and altered conditions •

Standard metrics

• • • •



Monthly metrics for the 10th, 25th, 50th, 75th, and 90th   (60 metrics) 3, 7, 30, and 90 day minimums and maximums  Low pulse count, low pulse duration  High pulse count, high pulse duration 

Environmental Flow Component Metrics

• • • • • • •

Extreme low flow peak, duration, frequency, and timing: High flow peak duration, frequency, and timing Small flood peak, duration, timing, and frequency Large flood peak, duration, timing, and frequency Extreme low flow, low flow, and high flow thresholds Small flood and large flood minimum peak flow Calculated annually and for  2 periods: July 1st –Sept. 30th and Oct. 1st‐June 30th

IHA Monthly Flow Duration Curves  Exceedance Probabilities for the 90th, 75th, 50th, 25th, 10th  %tile Flows CapeFear_02105769 Monthly Flow Duration Curves                                                                             

Flow rate (cfs)

10,000

High Flows

Annual (1976-2011) October (1976-2011) November (1976-2011) December (1976-2011) January (1976-2011) February (1976-2011) March (1976-2011) April (1976-2011) May (1976-2011) June (1976-2011) July (1976-2011) August (1976-2011) September (1976-2011)

Wet Conditions 1,000

Mid‐Range Flows

5

10

90th

15

20

25

75th

30

35

40

45 50 55 Exceedance Probability

50th

60

Dry Conditions 65

70

75

25th

80

85

Low Flows 90

10th

95

Flow Duration, Percentile Changes  Blue line: historic recent (1976‐1993)  Black Line: contemporary conditions (1994‐2011)  Graphs will be expressed as % change from historic to contemporary Positive change 

Negative change

Changes to the 90th percentile: highest flows  > 25 % (+ or ‐) represents significant amount of change,  25 % (+ or ‐) represents significant amount of change,  25 % (+ or ‐) represents significant amount of change,  25 % (+ or ‐) represents significant amount of change,  25 % (+ or ‐) represents significant amount of change,  50 mi2, Piedmont > 50 mi2 , Coastal Plain 
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