Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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509
SRUS44 KBMX 091249
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1009 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  834.59/   0.00/  0.366/  0.366/   174/     0/   0.00:ALLATOONA
CMMG1 1067.26/   0.00/  5.247/  0.765/   331/     0/   0.00:BUFORD
CTRG1 1071.02/ 692.92/  1.672/  0.000/     0/     0/   0.00:CARTERS
CTSG1  692.92/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.55/  39.10/  5.246/  6.353/   367/    28/   0.00:WOODRUFF
FOGG1  189.22/ 101.90/  8.005/  0.200/   329/   160/   0.00:GEORGE
WETG1  624.90/ 557.69/  2.951/  0.740/   186/    81/   0.00:WEST POINT
.END
.B ALR 1009 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.51/  80.11/  0.000/  0.000/   319/    81/   0.00:R F HENRY
MRFA1   80.21/  34.87/  0.000/  0.000/   331/    70/   0.00:MILLERS FERRY
.END
.B ALR 1009 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  834.59/   0.00/  0.264/  1.052/   223/ 0.000:ALLATOONA
CMMG1 1067.22/   0.00/  0.374/  1.867/   390/ 0.000:BUFORD
CTRG1 1070.85/ 693.10/  0.208/  0.627/  3388/ 5.002:CARTERS
CTSG1  693.10/   0.00/  0.000/  0.000/  3890/-4.376:CARTERS REREG
WDRF1   76.58/  39.13/  6.753/  6.384/   367/ 6.384:WOODRUFF
FOGG1  189.19/ 102.18/  2.099/  2.315/   329/ 2.115:GEORGE
WETG1  624.86/ 557.69/  1.643/  1.828/   210/ 1.828:WEST POINT
TYLA1  124.59/  80.51/  5.505/  4.833/   288/ 0.000:R F HENRY
MRFA1   80.09/  35.92/  5.632/  5.833/   402/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1009 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.89 /   M   ,NCRG1    5.35 /  -0.01:CARTERSVILLE   NORCROSS
KGTG1    4.33 /   M   ,RTMG1    4.63 /   0.00:KINGSTON       ROME
RSCG1    1.82 /   0.07,VING1    3.22 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.91 /   M   :CARTERS (411)  REDBUD
ELIG1    1.47 /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.50 /   0.00,DGAG1    1.10 /   0.13:CANTON         DAHLONEGA
DCNG1    0.63 /   0.15,TKRG1    0.91 /  -0.01:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.33 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.40 /   M   ,MARG1    0.91 /   M   :SUWANEE        SOPE CR
LVNA1    1.01 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.86 /   M   ,BLOF1    1.78 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    4.80 /   M   ,RWLG1    4.93 /   M   :WHITESBURG     ROSWELL
WTPG1    2.24 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    1.44 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.54 /   0.00,CKLA1    0.24 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.72 /   M   ,RMBG1   11.27 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.42 /   0.00:TIBBEE         ETON
SAYA1    2.43 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.59 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   14.54 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    2.88 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1009 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.98 /   7.53 /  1 / 0.00 : CLAIBORNE
COLA1  102.28 /  77.69 /  0 / 0.00 : ANDREWS
.END
.B ALR 1009 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.16 /    2.90 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.58 /   32.95 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.88 /   73.62 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.29 /   95.70 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.47 /  123.32 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.71 /  186.55 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.48 /   73.59 /  0.00 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.44 /  109.35 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.40 /  136.55 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.48 /  163.47 /  0.01 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.35 /  190.46 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.46 /  220.25 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.37 /  245.21 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.55 /  270.40 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.18 /  300.22 /  0.00 :  1 @ 0.07  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.60 /  330.36 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1009 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  411.64 / 330.81 /  0.00 /       :    0     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 100925 TO 101925
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1009 C DC1009/QTDFZZZ/DID01/  1.790 /  1.790 /  1.790 /
.E1   1.790 /  2.090 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /
.E WETG1 1009 C DC1009/QTDFZZZ/DID01/  1.590 /  1.590 /  1.590 /
.E1   1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /
.E FOGG1 1009 C DC1009/QTDFZZZ/DID01/  2.400 /  1.920 /  1.920 /
.E1   1.920 /  2.400 /  1.920 /  1.920 /  2.400 /  1.920 /  1.920 /  1.920 /
.E WDRF1 1009 C DC1009/QTDFZZZ/DID01/  5.600 /  5.100 /  5.100 /
.E1   5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 1009 C DC1009/QTDFZZZ/DID01/  0.560 /  0.560 /  0.560 /
.E1   0.560 /  0.560 /  0.560 /  0.560 /  0.560 /  0.560 /  0.560 /  0.560 /
.E CTSG1 1009 C DC1009/QTDFZZZ/DID01/  0.300 /  0.300 /  0.300 /
.E1   0.300 /  0.300 /  0.300 /  0.300 /  0.300 /  0.300 /  0.300 /  0.300 /
$$