chatfield reservoir water budget
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Chatfield Reservoir Water Budget. Jim Saunders and Jamie Anthony WQCD, Standards Unit 13 Dec 2007. Roadmap for Technical Review. Purpose of Water Budget. Identify and quantify flow sources Rank sources in terms of importance (for determining phosphorus concentrations and loads) - PowerPoint PPT PresentationTRANSCRIPT
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Chatfield Reservoir Water Budget
Jim Saunders and Jamie AnthonyWQCD, Standards Unit13 Dec 2007
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Roadmap for Technical Review
Month Topic
Sep-07 Technical comparison of existing control regulations
Oct-07 Existing chlorophyll target, incl magnitude, frequency, duration
Nov-07 Evaluation and discussion of concentration translator
Dec-07 Water budget and appropriate concentrations for each flow source as precursor to common set of phosphorus loads
Jan-08 Phosphorus load estimates; produce common set by source
Feb-08 Evaluation and discussion of load translator
Mar-08 Hydrologic considerations for TMAL
Apr-08 Discuss chlorophyll-phosphorus-load linkages as basis for proposal
Jun-08 WQCD to finalize proposal and circulate
Jul-08 Notice due
Nov-08 WQCC RMH
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Purpose of Water Budget
Identify and quantify flow sources Rank sources in terms of
importance (for determining phosphorus concentrations and loads)
Aim is to understand hydrology well enough to support development of a phosphorus budget
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Inflows
USACE computed inflow is “gold standard”
Surface inflows Gaged (South Platte, Plum Creek) Ungaged (Deer, Massey) Direct runoff
Alluvial inflow (chiefly Plum Creek) Direct Precipitation
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Gaged Surface Inflows
0
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1976
1978
1980
1982
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1992
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1996
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2002
2004
2006
An
nu
al I
nfl
ow
, A
F
South Platte Plum Creek Residual
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Add Precip (directly to surface)
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An
nu
al I
nfl
ow
, A
F
South Platte Plum Creek Precip Residual
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What’s Left?...~7%
Ungaged surface flow, mostly from low elevation
Alluvium Both are more likely to be controlled
by factors in common with Plum Creek than with the South Platte
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Further Parsing of Flows Strong association between Plum Creek
and residuals; slope and intercept useful
y = 1.2274x + 3786.9
R2 = 0.9631
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Plum Creek Gaged Flow, AF/y
Plu
m C
reek
+ R
esid
ual
s, A
F/y
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Interpreting Graphs1992-1996
y = 1.3398x + 6269
R2 = 0.9801
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0 5000 10000 15000 20000 25000 30000
Plum Creek Gaged Inflow, AF/y
Plu
m C
reek
+ R
esid
ual
, A
F/y
Intercept is residual when no flow in Plum; =alluvium
Slope is proportional increase in Plum Cr runoff; =ungaged area
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Overview of Graphical Analysis
Years Slope Intercept R2
1976-1981 1.337 1804 0.966
1982-1986 1.242 6550 0.992
1987-1991 1.234 4656 0.983
1992-1996 1.340 6269 0.980
1997-2001 1.023 6228 0.950
2002-2006 0.759 6794 0.844
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Take Home from Graphs
Parsing a very small % of inflow (~7%) Alluvial contribution (intercept) relatively
stable; use constant for each 5-y block Added runoff (slope) similar to ungaged
area (24% of Plum Creek area) for first 20 years
Trend in slope over last decade is puzzling; we’re still seeking an explanation
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Chatfield Annual Water Budget
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Conclusions and Comments
Water budget provides a solid basis for estimating phosphorus loads Some snags with high resolution approach
(measured inflows tended to exceed computed inflows in last 10 years), but still a solid basis
Alternative could be developed on basis of two gages and precip (>90% of computed inflow)
Fortunately, uncertainty affects only very small components of inflow
Open to ideas about approach