Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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976
SRUS44 KBMX 181249
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0718 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  839.79/   0.00/  0.713/  0.359/    48/     0/   0.00:ALLATOONA
CMMG1 1070.11/   0.00/ -0.499/  0.659/   282/     0/   0.00:BUFORD
CTRG1 1071.76/ 693.71/  0.490/ -3.878/   480/     0/   0.00:CARTERS
CTSG1  693.71/   0.00/  0.000/  0.000/   568/     0/   M   :CARTERS REREG
WDRF1   76.82/  40.92/  7.614/  8.721/   558/    28/   0.00:WOODRUFF
FOGG1  188.75/ 102.04/ -2.331/  0.210/   319/   160/   0.00:GEORGE
WETG1  634.92/ 557.78/  0.598/  0.598/   150/    81/   0.20:WEST POINT
.END
.B ALR 0718 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.63/  80.65/  0.000/  0.000/   225/    82/   0.00:R F HENRY
MRFA1   80.22/  35.60/  0.000/  0.000/   345/    72/   0.00:MILLERS FERRY
.END
.B ALR 0718 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  839.78/   0.00/  0.773/  0.359/    55/ 0.000:ALLATOONA
CMMG1 1070.12/   0.00/  0.497/ -0.517/   275/ 0.000:BUFORD
CTRG1 1071.31/ 695.15/  0.448/  0.364/  3042/ 4.468:CARTERS
CTSG1  695.15/   0.00/  0.000/  0.000/  3627/-4.104:CARTERS REREG
WDRF1   76.85/  40.95/  8.748/  8.748/   558/ 8.748:WOODRUFF
FOGG1  188.79/ 102.14/  2.754/  3.380/   488/ 3.170:GEORGE
WETG1  634.92/ 557.78/  2.251/  1.224/   160/ 1.224:WEST POINT
TYLA1  124.33/  80.49/  4.694/  6.038/   359/ 0.000:R F HENRY
MRFA1   80.50/  35.85/  6.448/  6.363/   440/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0718 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.98 /   M   ,NCRG1    2.77 /   0.02:CARTERSVILLE   NORCROSS
KGTG1    3.84 /   M   ,RTMG1    4.65 /   0.00:KINGSTON       ROME
RSCG1    2.01 /  -0.03,VING1    2.92 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    1.15 /   M   :CARTERS (411)  REDBUD
ELIG1    1.82 /   0.30,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.86 /   0.15,DGAG1    1.20 /  -0.04:CANTON         DAHLONEGA
DCNG1    0.58 /  -0.01,TKRG1    1.66 /   0.62:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.48 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    1.66 /   M   ,MARG1    0.95 /   M   :SUWANEE        SOPE CR
LVNA1    1.59 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.41 /   M   ,BLOF1    3.53 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.88 /   M   ,RWLG1    3.60 /   M   :WHITESBURG     ROSWELL
WTPG1    2.33 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.89 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.08 /   0.00,CKLA1    0.60 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.67 /   M   ,RMBG1   11.07 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.24 /   0.00:TIBBEE         ETON
SAYA1    2.51 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.38 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   16.39 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    3.51 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0718 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.54 /   8.85 /  6 / 0.00 : CLAIBORNE
COLA1  102.39 /  77.50 /  0 / 0.00 : ANDREWS
.END
.B ALR 0718 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.31 /    2.31 /  0.30 :  1 @ 0.50  1 @ 1.50  0 @ 0.00  0 @ 0.00
DLDA1   73.72 /   33.25 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.93 /   73.94 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.19 /   95.72 /  0.06 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.83 /  123.18 /  0.72 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.93 /  186.69 /  0.04 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.36 /   73.19 /  0.89 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.48 /  109.32 /  0.02 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.53 /  136.40 /  0.00 :  1 @ 0.15  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.40 /  163.61 /  0.10 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.54 /  190.58 /  0.01 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.59 /  220.42 /  0.02 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.45 /  245.36 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.50 /  270.35 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.11 /  300.26 /  0.38 :  1 @ 0.07  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.54 /  329.98 /  0.30 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0718 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.40 / 330.00 /  0.00 /       :    5     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 071824 TO 072824
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0718 C DC0718/QTDFZZZ/DID01/  1.040 /  1.040 /  0.850 /
.E1   0.850 /  0.850 /  0.850 /  0.850 /  0.850 /  0.850 /  0.850 /  0.850 /
.E WETG1 0718 C DC0718/QTDFZZZ/DID01/  1.280 /  1.280 /  1.280 /
.E1   1.280 /  1.280 /  1.280 /  1.280 /  1.280 /  1.280 /  1.280 /  1.280 /
.E FOGG1 0718 C DC0718/QTDFZZZ/DID01/  1.280 /  2.560 /  2.560 /
.E1   2.560 /  2.560 /  2.560 /  1.280 /  1.280 /  1.280 /  1.280 /  1.280 /
.E WDRF1 0718 C DC0718/QTDFZZZ/DID01/  8.300 /  7.900 /  7.400 /
.E1   7.000 /  6.600 /  6.600 /  6.400 /  6.200 /  6.200 /  6.200 /  6.200 /
.E CVLG1 0718 C DC0718/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 0718 C DC0718/QTDFZZZ/DID01/  0.400 /  0.400 /  0.400 /
.E1   0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /
$$