Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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972
SRUS44 KBMX 231359
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0923 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  836.26/   0.00/  0.363/  0.363/   132/     0/   0.00:ALLATOONA
CMMG1 1067.40/   0.00/  0.720/  0.720/   243/     0/   0.00:BUFORD
CTRG1 1073.20/ 684.39/  0.760/ -7.382/  1228/     0/   1.00:CARTERS
CTSG1  684.39/   0.00/  0.000/  0.000/   545/     0/   M   :CARTERS REREG
WDRF1   76.49/  43.67/ 22.345/ 14.594/   628/    43/   0.00:WOODRUFF
FOGG1  187.87/ 101.71/ -4.751/  0.210/   796/   160/   0.00:GEORGE
WETG1  625.22/ 557.77/  1.824/  0.680/   151/    81/   0.00:WEST POINT
.END
.B ALR 0923 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.32/  80.07/  0.000/  0.000/   291/    82/   0.00:R F HENRY
MRFA1   80.60/  35.04/  0.000/  0.000/   272/    52/   0.00:MILLERS FERRY
.END
.B ALR 0923 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  836.26/   0.00/ -0.033/  0.739/   143/ 0.000:ALLATOONA
CMMG1 1067.40/   0.00/  0.542/  1.285/   257/ 0.000:BUFORD
CTRG1 1072.37/ 687.60/ -0.007/ -0.824/  1927/ 2.729:CARTERS
CTSG1  687.60/   0.00/  0.000/  0.000/  3177/-3.553:CARTERS REREG
WDRF1   76.43/  43.67/ 12.747/ 14.648/   628/10.768:WOODRUFF
FOGG1  187.90/ 101.72/  2.855/  5.749/   811/ 5.539:GEORGE
WETG1  625.19/ 557.78/  1.082/  1.368/   157/ 1.368:WEST POINT
TYLA1  125.30/  82.35/  5.926/  4.288/   275/ 0.000:R F HENRY
MRFA1   80.27/  35.85/  4.494/  4.242/   298/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0923 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.03 /   M   ,NCRG1    3.32 /  -0.02:CARTERSVILLE   NORCROSS
KGTG1    4.88 /   M   ,RTMG1    3.92 /   0.00:KINGSTON       ROME
RSCG1    1.40 /   0.03,VING1    3.01 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.73 /   M   :CARTERS (411)  REDBUD
ELIG1    1.30 /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.15 /  -0.06,DGAG1    0.77 /  -0.02:CANTON         DAHLONEGA
DCNG1    0.22 /   0.00,TKRG1    0.84 /  -0.02:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.12 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.90 /   M   ,MARG1    0.78 /   M   :SUWANEE        SOPE CR
LVNA1    1.24 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.87 /   M   ,BLOF1    6.94 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.89 /   M   ,RWLG1    3.97 /   M   :WHITESBURG     ROSWELL
WTPG1    2.23 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    1.62 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.95 /   0.00,CKLA1    0.68 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    3.91 /   M   ,RMBG1   10.45 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.08 /   0.00:TIBBEE         ETON
SAYA1    M    /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.91 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   15.58 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    3.63 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0923 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.29 /   7.13 /  2 / 0.00 : CLAIBORNE
COLA1  102.15 /  77.18 /  0 / 0.00 : ANDREWS
.END
.B ALR 0923 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   32.99 /    6.10 /  0.00 :  5 @ 0.50  1 @ 1.00  1 @ 1.50  0 @ 0.00
DLDA1   74.72 /   35.75 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   96.06 /   76.29 /  0.00 :  2 @ 1.00  4 @ 1.50  0 @ 0.00  0 @ 0.00
TODA1  125.50 /  101.23 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.36 /  124.89 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.90 /  186.56 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.51 /   74.46 /  0.00 :  4 @ 0.00  1 @ 0.50  0 @ 0.00  0 @ 0.00
AVLA1  136.53 /  109.42 /  0.00 :  1 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.35 /  136.60 /  0.00 :  1 @ 0.30  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.30 /  163.21 /  0.00 :  1 @ 0.30  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.22 /  190.38 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.65 /  220.39 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.47 /  245.35 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.44 /  270.48 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.03 /  300.18 /  0.00 :  1 @ 0.09  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.14 /  329.97 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0923 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.20 / 330.20 /  0.00 /       :    1     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 092324 TO 100324
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0923 C DC0923/QTDFZZZ/DID01/  1.040 /  1.040 /  1.040 /
.E1   1.040 /  1.040 /  1.040 /  1.040 /  1.040 /  1.040 /  1.040 /  1.040 /
.E WETG1 0923 C DC0923/QTDFZZZ/DID01/  3.930 /  3.260 /  2.600 /
.E1   2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /
.E FOGG1 0923 C DC0923/QTDFZZZ/DID01/  3.840 /  2.560 /  2.560 /
.E1   3.840 /  3.200 /  3.200 /  2.560 /  1.920 /  1.920 /  1.920 /  1.920 /
.E WDRF1 0923 C DC0923/QTDFZZZ/DID01/  7.900 /  7.500 /  7.000 /
.E1   6.600 /  6.200 /  5.800 /  5.500 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 0923 C DC0923/QTDFZZZ/DID01/  0.910 /  0.560 /  0.560 /
.E1   0.910 /  0.910 /  0.910 /  0.910 /  0.910 /  0.560 /  0.560 /  0.910 /
.E CTSG1 0923 C DC0923/QTDFZZZ/DID01/  0.250 /  0.250 /  0.250 /
.E1   0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /
$$