Chatfield Reservoir Water Budget Jim Saunders and Jamie Anthony WQCD, Standards Unit 13 Dec 2007
Roadmap for Technical Review MonthTopic Sep-07Technical comparison of existing control regulations Oct-07Existing chlorophyll target, incl magnitude, frequency, duration Nov-07Evaluation and discussion of concentration translator Dec-07Water budget and appropriate concentrations for each flow source as precursor to common set of phosphorus loads Jan-08Phosphorus load estimates; produce common set by source Feb-08Evaluation and discussion of load translator Mar-08Hydrologic considerations for TMAL Apr-08Discuss chlorophyll-phosphorus-load linkages as basis for proposal Jun-08WQCD to finalize proposal and circulate Jul-08Notice due Nov-08WQCC RMH
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
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
Gaged Surface Inflows
Add Precip (directly to surface)
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
Further Parsing of Flows Strong association between Plum Creek and residuals; slope and intercept useful
Interpreting Graphs Intercept is residual when no flow in Plum; =alluvium Slope is proportional increase in Plum Cr runoff; =ungaged area
Overview of Graphical Analysis YearsSlopeInterceptR2R
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
Chatfield Annual Water Budget
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