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Planned Northern District Outreach Efforts

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Title: Planned Northern District Outreach Efforts


1
PEACE RIVERMinimum Flowsmarty.kelly_at_swfwmd.stat
e.fl.us
Keeping the Peace, A Peace River Watershed
Management Conference October 5, 2006
2
The Middle Peace River MFL
  • Flow Regime Building Block Approach
  • Two benchmark periods
  • Multiple MFLs - address seasonality
  • Percent of Flow Reduction Technique
  • PHABSIM first application in Florida
  • Significant Harm - 15 reduction in available
    habitat
  • River-floodplain connection

3
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4
Approach
  • Flow Regime versus Minimum Flow
  • Benchmark Period
  • Building Blocks (Peer Review Recommendation)
  • of Flow Reduction / Flow Prescription

5
Flow Regime
High Minimum Flow
Medium Minimum Flows
Low Minimum Flow
6
Minimum Flows and Levels
  • Components of an MFL (from Beecher 1990)
  • a goal (e.g., non-degradation or, for the
    Districts purpose, protection from significant
    harm
  • identification of resources of interest to be
    protected
  • a unit of measure (e.g., flow in cfs, habitat in
    useable area, etc.)
  • a benchmark period, and
  • a protection standard statistic.

7
The Atlantic multidecadal oscillation and its
relation to rainfall and river flows in the
continental United States Enfield et al. 2001,
U.S. Geophysical Research Letter, Vol. 28, No.20,
pp 2077-2080
During AMO warmings most of the United States
sees less than normal rainfall . . . . Between
AMO warm and cool phases, Mississippi River
outflow varies by 10 while the inflow to Lake
Okeechobee, Florida varies by 40.
Many of the 90 significant correlations, all
negative, are found in the Mississippi basin. A
further clustering of negative correlations
occurs west of the continental divide, except for
positive correlations in the Pacific Northwest.
Positive regional clusters also appear in the
northeast and Florida.
8
ET
Rainfall
Discharge - Withdrawals Rainfall ET
Effluents Ground Water
Discharge Rainfall ET
Discharge
Rainfall 50 inches ET 40 inches Discharge
10 inches
Rainfall 45 inches ET 40 inches Discharge 5
inches
New Math 10 decrease in rainfall 50 decrease in
discharge
POP QUIZ what are typically the biggest two
terms in this equation?
9
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10
Two Benchmark Periods
This analysis procedure allows examination of
the role of climate variability as potential
influence on long-term shifts in river flows in
Florida. The report provides a convincing
argument that much of the variability in
streamflow hydrographs is strongly related to
long-term climate oscillations . . . - Shaw et
al. 2004
11
Goldenberg et al. (Science, 2001)
Cool Atlantic
  • 1971-1994 gt 25 years of AMO cool phase.
  • Only 15 major hurricanes and US landfalling
    hurricanes are infrequent.
  • Windstorm insurance is cheap. Underwriters and
    actuaries are unaware of climate risk shifts.

Warm Atlantic
  • 1953-1970 1995-2000 gt 25 years of AMO warm
    phase.
  • 33 major hurricanes and frequent US landfalling
    hurricanes.
  • Windstorm insurance skyrockets. Wide public
    consciousness of the AMO-related shift in risk.

12
Source http//www.wunderground.com/
13
  • Principle 2 Aquatic species have evolved life
    history strategies primarily in direct response
    to the natural flow regime

14
Tools
  • HEC-RAS
  • Physical Habitat Simulation Analysis (peer review
    recommendation)
  • Inundation Analysis
  • Prescribed Flow Hydrographs

15
HEC-RAS Modeling
16
Wetted Perimeter
17
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18
PHABSIM Physical Habitat Simulation System
PREFERENCE
HABITAT SUITABILITY
19
floodplain
exposed roots
snags
Days of Inundation of Woody Habitat and
Connection with the Floodplain
A 15 reduction in flow in Block 2 reduces the
number of days of inundation of exposed root
habitat by 15
20
Flow Prescription Peace River at Arcadia
2000
8
1600
1200
Flow (cfs)
13
800
18
10
400
LFT 67 cfs
0
0
50
100
150
200
250
300
350
21
QUESTIONS ?
22
For Rivers with SRP, flows for the period 1940 to
1969 were greater than for the period 1970 to 1999
23
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24
Development of Low Flow Threshold Fish Passage
Standard
Lowest point in a cross section plus 0.6 ft is
plotted in terms of flow requirement to maintain
fish passage (I.e., river connectivity)
25
of Flow Reduction / Flow Prescription
26
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27
Example of Physical Habitat Simulation output
28
  • Principle 3 Maintenance of natural patterns of
    longitudinal and lateral connectivity is
    essential to the viability of populations of many
    riverine species.


29
Building Block Approach
30
2
1
3
Results of Mann-Whitney Test
1 versus 2 significant at 0.0360 2 versus 3
significant at 0.0152 1 versus 3 not significant
0.7928
31
http//www.swfwmd.state.fl.us/
32
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33
Habitat Suitability Curves
  • Macroinvertebrate Diversity
  • Largemouth Bass
  • Bluegill Sunfish
  • Spotted Sunfish

Spotted sunfish (Lepomis punctatus) taken from
FFWCC website
34
Source http//www.wunderground.com/
35
Basic Principles and Ecological Consequences of
Altered Flow Regimes for Aquatic Biodiversity
Bunn and Arthington. 2002. Env. Mgmt. 30 (4)
492-507
  • Principle 1 Flow is a major determinant of
    physical habitat in streams, which in turn is a
    major determinant of biotic composition
  • Principle 2 Aquatic species have evolved life
    history strategies primarily in direct response
    to the natural flow regime
  • Principle 3 Maintenance of natural patterns of
    longitudinal and lateral connectivity is
    essential to the viability of populations of many
    riverine species.

36
Comparison based on flows from 1940 to 1969
Comparison based on flows from 1970 to 1999
37
MONOTONIC OR STEP TREND?
38
For Rivers with NRP, flows for the period 1970 to
1999 were greater than for the period 1940 to 1969
39
For bimodal rivers the SRP adhered to the SRP
cycle and the NRP adhered to the NRP cycle
40
Identification of a narrow transition band in
north central Florida where a bimodal MDQ pattern
is found is a striking find. Although the
bimodality of certain rivers in the region
(e.g., the Santa Fe) is well known, the existence
of a spatially explicit transition zone between
the northern (temperate) and southern
(subtropical) flow patterns has not been
previously identified to our knowledge. -
Shaw et al. 2004
41
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42
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43
The identification of an abrupt increase or
decrease in streamflow rather than a gradual
increasing decreasing trend is important
because the implications of a step change are
different from those of a gradual trend. The
identification of a gradual trend is that the
trend is likely to continue into the future,
whereas the interpretation of a step change is
that the climate system has shifted to a new
regime that will likely remain relatively
constant until a new shift or step change
occurs. -- McCabe and Wolock 2002
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