U. S. Army Corps of Engineers Jacksonville District Water Conservation Area #1 Report Data Ending 2400 hours 01 NOV 2009 Note: Headwater, tailwater, and stage values below are instantaneous values unless otherwise specified. Headwater Tailwater ----------- Gate Positions ------------ Elevation Elevation Disch #1 #2 #3 #4 #5 #6 #7 #8 (ft-msl) (ft-msl) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (I) see note Water Conservation Area #1 Site 1-7: 16.52 3 Station Average = 16.52 Site 1-8T: 16.52 (Site 1-7, 1-8T and 1-9) Site 1-8C: 16.63 2 Station Average = 16.52 Site 1-9: 16.52 (Site 1-9 and 1-8T for Temp. Deviation) L8: -NR- BLW S5AW: -NR- S5AW: -NR- -NR- -NR- S5AE: 12.15 -NR- 3.00 3.00 S5AS: 12.48 0.00 0.00 S5A Pumps: 10.45 12.45 0 0 0 0 0 0 0 (cfs) S10E: -NR- -NR- -NR- S10D: 16.54 12.88 0 0.00 0.00 0.00 0.00 S10C: 16.50 12.89 0 0.00 0.00 0.00 0.00 S10A: 16.53 12.89 0 0.00 0.00 0.00 0.00 Total S10 Discharge: 0 S39: 16.55 7.39 0 0.00 G256: -NR- -NR- G300: 12.44 16.41 0.00 0.00 G301: 12.49 16.47 0.00 0.00 0.00 G302: 12.48 11.41 0.00 0.00 Speed of Pumps (RPM) G310: -NR- -NR- -NR--NR--NR--NR--NR--NR- G250: -NR- -NR- -NR--NR--NR--NR--NR- G251: -NR- -NR- -NR--NR--NR--NR--NR- Daily Precipitation Totals 1-Day 3-Day 7-Day (inches) (inches) (inches) S5A Pump Station: -NR- 0.00 0.00 Site 1-7: -NR- 0.00 0.00 Site 1-8T: 0.01 0.01 0.32 Site 1-8C: 0.00 0.00 0.00 Site 1-9: 0.00 0.00 0.00 S6 Pump Station: -NR- 0.00 0.00 S10D: 0.00 0.00 0.00 WCA-1 Average 0.00 0.00 0.00 (Site 1-8T not included) WCA-1 Area Regulation Elevation Regulation Departure (ft-NGVD) (ft-NGVD) (feet) Site 1-8C 16.63 17.50 -0.87 Average of Sites 1-7, 1-9, 1-8T 16.52 17.50 -0.98 Zone A2 with Site 1-8C 16.63 17.00 -0.37 Zone A2 with Site 1-7, 1-9, 1-8T 16.52 17.00 -0.48 Regulation Zone Elevations A2= 17.50 B= 17.00 C= 14.00 ------------------------------------------------------------------------------ * DATES ! USE GAGE ! CONDITIONS * * 1JAN - 30JUN ! 1-8C (Canal) ! All * * 1JUL - 31DEC ! 1-8C (Canal) ! Except as noted below * * ! Average of 1-7, ! During rising stages when canal * * ! 1-8T, and 1-9 ! stage exceeds average. * ------------------------------------------------------------------------------ 3Station Diff Site8C Diff WCA-1 Elevations 01 NOV 2009 16.52 16.63 01NOV09 -1 Day = 31 OCT 2009 @ 2400 16.53 0.01 16.64 0.01 01NOV09 -2 Days = 30 OCT 2009 @ 2400 16.54 0.02 16.65 0.02 01NOV09 -3 Days = 29 OCT 2009 @ 2400 16.55 0.03 16.65 0.02 01NOV09 -4 Days = 28 OCT 2009 @ 2400 16.57 0.05 16.68 0.05 01NOV09 -5 Days = 27 OCT 2009 @ 2400 16.57 0.05 16.68 0.05 01NOV09 -6 Days = 26 OCT 2009 @ 2400 16.58 0.06 16.69 0.06 01NOV09 -7 Days = 25 OCT 2009 @ 2400 16.60 0.08 16.73 0.10 01NOV09 -30 Days = 02 OCT 2009 @ 2400 -NR- -NR- 16.95 0.32 ___________________________________________________________________________ Water Conservation Area #2 S6 Pumps: -NR- 13.07 0 0 0 0 (cfs) Temporary Deviation Average of Sites 1-9 and 1-8T 16.52 7 Day Recession Rate (ft/wk) 0.08 (Note: Rainfall check not complete) ELEV Diff 2Station Avg. 01 NOV 2009 16.52 01NOV09 -1 Day = 31 OCT 2009 @ 2400 16.53 0.01 01NOV09 -2 Days = 30 OCT 2009 @ 2400 16.54 0.02 01NOV09 -3 Days = 29 OCT 2009 @ 2400 16.56 0.04 01NOV09 -4 Days = 28 OCT 2009 @ 2400 16.57 0.05 01NOV09 -5 Days = 27 OCT 2009 @ 2400 16.58 0.06 01NOV09 -6 Days = 26 OCT 2009 @ 2400 16.59 0.07 01NOV09 -7 Days = 25 OCT 2009 @ 2400 16.60 0.08 01NOV09 -30 Days = 02 OCT 2009 @ 2400 16.83 0.31 ___________________________________________________________________________ (I) - Flows marked with "I" signify that this is an instantaneous flow computed from the single value reported for the day. Otherwise, flow is a daily average. Report Generated 02 NOV 2009 @ 16:15 ** Preliminary Data - Subject to Revision **