Alafia River Minimum Flows and Levels - Southwest Florida Water ...

Alafia River Minimum Flows and Levels - Southwest Florida Water ... Alafia River Minimum Flows and Levels - Southwest Florida Water ...

swfwmd.state.fl.us
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07.09.2014 Views

2.3.2 Benchmark period According to Beecher (1990), an instream flow standard should include certain elements, one of which is the establishment of a benchmark period. The benchmark period is selected as the measuring stick against which acceptable flow reductions will be compared. A major impediment to the establishment of MFLs in the SWFWMD has been the difficulty of identifying and establishing a benchmark period for available flow records. This has apparently not posed a significant problem for most working on minimum flow issues; in many instances a 20 to 30-year period of record has generally been deemed acceptable (Richter et al. 1996). Identification of a benchmark period has not been recognized as a problem in much of the United States for two possible reasons: 1. it is generally assumed that except for anthropogenic factors, river flows are the consequence of a sequence of random independently and identically distributed random variables (Olsen et al. 1999); and 2. while river flows in peninsular Florida have declined when two multidecadal periods are examined (Kelly 2004), they have increased in most of the United States. The traditional method of selecting a benchmark period would be to simply identify a sufficient period of the historic record believed to have been minimally impacted by humans. Since many of the rivers in the SWFWMD have periods of record extending back 50 years or more, this approach would typically lead to selection of a flow period in the 1940s, 50s or 60s. In general, except where major structural alterations have occurred (e.g., construction of a dam), one would expect man's impact in the 1940s, 50s and 60s to be less than from 1970 onward. This period would predate Florida's major population growth, high agricultural use of groundwater, and most large-scale water supply development projects. However, as has recently been demonstrated, the period from 1940 thru 1960 represents a period when peninsular Florida was experiencing a multidecadal period of higher rainfall and consequently river flows (Enfield 2001, Basso and Schultz 2003, Kelly 2004). It is believed that even without the intervention of man, that flows in many stream and river systems would show a decline of 20 to 40% when two multidecadal periods are compared (i.e., 1940 to 1969 and 1970 to 1999). Unless cognizant of this multidecadal climate oscillation, the danger in using a flow record pre-1970 as a benchmark for setting MFLs on rivers in the SWFWMD is that it would likely be assumed that these declines are somehow related to human factors. In this case, there is the potential for setting unrealistically high MFLs. Not only would this affect society's ability to use a portion of the flow, but could lead to the development of unneeded recovery strategies. 2-33

Conversely, since most of the United States including the panhandle of Florida, has actually seen higher rainfall over the last thirty years (refer to Enfield et al. 2001 and McCabe and Wolock 2002), anthropogenic impacts leading to flow reductions could go unnoticed or at least underestimated if the multidecadal climate oscillation is not considered. This, in turn, could lead to the setting of MFLs or their equivalent at excessively high levels. Under this scenario, the return to a lower rainfall oscillation could cause MFLs to be violated naturally, even in the absence of water withdrawals. In many cases, where the flow record for a river does not span move than a few decades and includes a presumed period of pre-impact flow data, potential problems with natural streamflow variation may not even be noticed. Peninsular Florida in comparison to most of the United States is almost singularly unique when it comes to evaluating declining flow trends. The combination of a multidecadal climate related flow decline and the requirement to develop MFLs with the need to establish a benchmark period necessitated a full evaluation of this relationship (refer to Kelly 2004). With the exception of the work of Enfield et al. (2001) supported by the South Florida Water Management District, we are aware of no other minimum flow related study that acknowledges multidecadal differences in rainfall and flow and seeks to factor these differences into water management decisions or minimum flows determinations. It would probably be difficult to argue that rivers with human caused flow reductions of 30 to 40% could tolerate even greater anthropogenic reductions without causing significant harm. For example, considerable attention has been focused on the Peace River at Arcadia and development of MFLs. There is a documented decline in flows of at least 30% over the last 30 years when compared with the preceding 30 years (e.g., Hammett 1990, SDI 2003). Some have attributed this flow decline largely to anthropogenic factors with the resultant expectation that no further human caused flow declines could be tolerated without significant affects on the river system and the downstream estuary. However, if it can be demonstrated that the observed flow declines are largely climate related, different expectations are warranted. MFLs legislation implicitly assumes that some anthropogenic flow reduction (e.g., withdrawals) can occur before significant harm occurs. Recent work related to the AMO and Florida river flow patterns suggest that at least two benchmark periods exist in the absence of human influences. One benchmark period would be related to a multidecadal period coincident with the Atlantic sea surface warming (increased rainfall in peninsular Florida) and one related to a multidecadal period of Atlantic sea surface cooling (decreased rainfall in peninsular Florida). When developing MFLs for the upper Peace River (see SWFWMD 2002), it was noted that there was a substantial change in the number of days that a given flow was exceeded prior to and after 1970; similar differences were noted for other water bodies (e.g., Alafia River, middle Peace 2-34

Conversely, since most of the United States including the panh<strong>and</strong>le of <strong>Florida</strong>,<br />

has actually seen higher rainfall over the last thirty years (refer to Enfield et al.<br />

2001 <strong>and</strong> McCabe <strong>and</strong> Wolock 2002), anthropogenic impacts leading to flow<br />

reductions could go unnoticed or at least underestimated if the multidecadal<br />

climate oscillation is not considered. This, in turn, could lead to the setting of<br />

MFLs or their equivalent at excessively high levels. Under this scenario, the<br />

return to a lower rainfall oscillation could cause MFLs to be violated naturally,<br />

even in the absence of water withdrawals. In many cases, where the flow record<br />

for a river does not span move than a few decades <strong>and</strong> includes a presumed<br />

period of pre-impact flow data, potential problems with natural streamflow<br />

variation may not even be noticed.<br />

Peninsular <strong>Florida</strong> in comparison to most of the United States is almost singularly<br />

unique when it comes to evaluating declining flow trends. The combination of a<br />

multidecadal climate related flow decline <strong>and</strong> the requirement to develop MFLs<br />

with the need to establish a benchmark period necessitated a full evaluation of<br />

this relationship (refer to Kelly 2004). With the exception of the work of Enfield et<br />

al. (2001) supported by the South <strong>Florida</strong> <strong>Water</strong> Management District, we are<br />

aware of no other minimum flow related study that acknowledges multidecadal<br />

differences in rainfall <strong>and</strong> flow <strong>and</strong> seeks to factor these differences into water<br />

management decisions or minimum flows determinations.<br />

It would probably be difficult to argue that rivers with human caused flow<br />

reductions of 30 to 40% could tolerate even greater anthropogenic reductions<br />

without causing significant harm. For example, considerable attention has been<br />

focused on the Peace <strong>River</strong> at Arcadia <strong>and</strong> development of MFLs. There is a<br />

documented decline in flows of at least 30% over the last 30 years when<br />

compared with the preceding 30 years (e.g., Hammett 1990, SDI 2003). Some<br />

have attributed this flow decline largely to anthropogenic factors with the<br />

resultant expectation that no further human caused flow declines could be<br />

tolerated without significant affects on the river system <strong>and</strong> the downstream<br />

estuary. However, if it can be demonstrated that the observed flow declines are<br />

largely climate related, different expectations are warranted. MFLs legislation<br />

implicitly assumes that some anthropogenic flow reduction (e.g., withdrawals)<br />

can occur before significant harm occurs.<br />

Recent work related to the AMO <strong>and</strong> <strong>Florida</strong> river flow patterns suggest that at<br />

least two benchmark periods exist in the absence of human influences. One<br />

benchmark period would be related to a multidecadal period coincident with the<br />

Atlantic sea surface warming (increased rainfall in peninsular <strong>Florida</strong>) <strong>and</strong> one<br />

related to a multidecadal period of Atlantic sea surface cooling (decreased<br />

rainfall in peninsular <strong>Florida</strong>). When developing MFLs for the upper Peace <strong>River</strong><br />

(see SWFWMD 2002), it was noted that there was a substantial change in the<br />

number of days that a given flow was exceeded prior to <strong>and</strong> after 1970; similar<br />

differences were noted for other water bodies (e.g., <strong>Alafia</strong> <strong>River</strong>, middle Peace<br />

2-34

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