#4- comp plan - evaporation & evapotranspiration

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Evapotranspiration

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Page 1: #4- Comp Plan - Evaporation & Evapotranspiration

Evapotranspiration

Page 2: #4- Comp Plan - Evaporation & Evapotranspiration

Review Of Current Chapter

25” of PET annually (approx. 83% of annual ppt)

35” of Evaporation annually (UM value)

Growing Season: Operating deficit of 8.9” (2.7” PET + 6.2” EC)

Page 3: #4- Comp Plan - Evaporation & Evapotranspiration

TREND ANALYSIS

EVAPOTRANSPIRATION

Excess has decreased over the past decade

Thornthwaite

y = -0.5259x + 9.0047

-2

0

2

4

6

8

10

12

14

16

18

2000 2001 2002 2003 2004 2005 2006 2007 2008 2009

Year

Exc

ess

Pre

cip

(in

)

Yearly Thornthwaite Excess Period of Record AvgLinear (Yearly Thornthwaite Excess)

Page 4: #4- Comp Plan - Evaporation & Evapotranspiration

TREND ANALYSIS

EVAPORATION

Evaporation excess has decreased over the past decade

Evaporation Coefficient

y = -0.5259x - 1.2353

-12

-10

-8

-6

-4

-2

0

2

4

6

8

2000 2001 2002 2003 2004 2005 2006 2007 2008 2009

Year

Exc

ess

Pre

cip

(in

)

Yearly Excess Period of Record Avg Linear (Yearly Excess)

Page 5: #4- Comp Plan - Evaporation & Evapotranspiration

Implications

Coefficients for the District are “published” values but should be monitored

Excess precipitation is dependent on volume of precipitation received

Page 6: #4- Comp Plan - Evaporation & Evapotranspiration

Expectations

Less Excess Precipitation = Less Natural Recharge

Less Excess Precipitation= Losing Lakes and Wetlands

Page 7: #4- Comp Plan - Evaporation & Evapotranspiration

Questions?

Thank You

Coon Creek Watershed District