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Daily River and Lake Summary
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000
FGUS52 KCAE 141441
RVDCAE
GAC033-073-181-189-245-SCC003-009-011-017-025-027-
037-039-055-057-061-063-065-071-075-079-081-085-141841- 
DAILY RIVER AND LAKE SUMMARY 
NATIONAL WEATHER SERVICE COLUMBIA SC
1041 AM EDT SAT MAR 14 2015

...All river forecast points are expected to remain below flood
stage...
 
Rainfall will move across the region today...with drier conditions
developing tonight.  dry weather will last through much of next week.
Rainfall amounts today will be around a half an inch in the heaviest
showers.  

Minor fluctuations in area rivers are expected through next week.
All forecast points are forecast to remain well below flood stage
through the period.


.BR CAE 0314 DH12/HG/DRH+24/HGIFF/DRH+48/HGIFF/DRH+72/HGIFF
.B1 DRH+96/HGIFF/DRH+120/HGIFF 
:River Data
:                 Fld  8am  24hr  Forecast at 8am edt     Crest
:ID   Name        Stg  Stg   Chg  Sun  Mon  Tue  Wed  Thu Stg/Time
 
CMDS1 :Camden     27: 6.7 /:-0.0: 9.2/10.1/10.5/10.3/10.2:   M 
COLS1 :Columbia   19: 4.6 /:-0.2: 4.9/ 5.3/ 5.1/ 4.6/ 3.9:   M 
CHES1 :Cheraw     30: 7.7 /: 3.0: 4.6/ 6.5/ 6.4/ 7.1/ 7.2:   M 
ORBS1 :Orangeburg  8: 5.8 /: 0.0: 6.1/ 6.3/ 6.3/ 6.2/ 6.0:   M 
AUGG1 :Btlr Cr.117.5:99.9 /:-0.9:101.3/101.2/101.1/101.0/100.9:    M 
.END
.BR CAE 0314 DH12/HP/DRH+24/QIIFF/DRH+48/QIIFF/DRH+72/QIIFF
.B1 DRH+96/QIIFF/DRH+120/QIIFF
:Lake data
:                 Full    7am  24 hr    7am Inflow in CFS  
:ID    Name       Pool   Level Change   Sun    Mon    Tue   Wed   Thu
 
IRMS1 :Lake Murray 360: 358.0/:  0.1 : 3920/  3790/  2310/ 1340/ 1220
PASS1 :Parr Shoals 267: 262.9/:  2.6 : 5520/  5850/  4260/ 3580/ 3390
PNVS1 :Lake Marion  77:  75.2/: -0.1 :13510/ 14410/ 16470/16450/15230
CHDS1 :Lk Thurmond 330: 328.8/:  0.0 : 6510/  5090/  3780/ 3370/ 3290
.END

During periods of high water and flooding...river stage and crest 
forecast can be obtained from River Flood Warnings and River Flood 
Statements. This information is also available at the National 
Weather Service Columbia website at {www.erh.noaa.gov/cae}.

$$




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