Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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266
SRUS44 KBMX 161249
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1016 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  833.91/   0.00/  0.367/  0.367/   172/     0/   0.00:ALLATOONA
CMMG1 1066.68/   0.00/  0.680/  0.680/   396/     0/   0.00:BUFORD
CTRG1 1071.69/ 689.46/  0.101/ -7.625/  3160/     0/   0.00:CARTERS
CTSG1  689.46/   0.00/  0.000/  0.000/  1119/     0/   M   :CARTERS REREG
WDRF1   76.69/  39.04/  9.558/  5.129/   353/    28/   0.00:WOODRUFF
FOGG1  189.24/ 101.71/  8.004/  0.200/   300/   160/   0.00:GEORGE
WETG1  624.87/ 557.69/  2.397/  0.740/   189/    81/   0.00:WEST POINT
.END
.B ALR 1016 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.87/  80.02/  0.000/  0.000/   160/    81/   0.00:R F HENRY
MRFA1   80.04/  35.07/  0.000/  0.000/   188/    70/   0.00:MILLERS FERRY
.END
.B ALR 1016 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  833.91/   0.00/  0.166/  0.892/   179/ 0.000:ALLATOONA
CMMG1 1066.58/   0.00/  0.391/  1.847/   412/ 0.000:BUFORD
CTRG1 1070.90/ 692.40/  0.065/  1.548/  2988/ 4.353:CARTERS
CTSG1  692.40/   0.00/  0.000/  0.000/  2507/-2.805:CARTERS REREG
WDRF1   76.67/  38.96/  5.003/  5.003/   353/ 5.003:WOODRUFF
FOGG1  189.17/ 102.02/  0.909/  2.210/   308/ 2.010:GEORGE
WETG1  624.83/ 557.69/  1.610/  1.794/   202/ 1.794:WEST POINT
TYLA1  124.90/  80.45/  4.279/  4.279/   252/ 0.000:R F HENRY
MRFA1   80.05/  35.97/  5.254/  5.304/   362/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1016 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.88 /   M   ,NCRG1    5.00 /   0.29:CARTERSVILLE   NORCROSS
KGTG1    5.02 /   M   ,RTMG1    4.66 /   0.00:KINGSTON       ROME
RSCG1    1.76 /   0.02,VING1    3.33 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.93 /   M   :CARTERS (411)  REDBUD
ELIG1    1.40 /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.35 /   0.00,DGAG1    0.88 /   0.03:CANTON         DAHLONEGA
DCNG1    0.38 /  -0.02,TKRG1    0.86 /  -0.02:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.22 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.40 /   M   ,MARG1    0.79 /   M   :SUWANEE        SOPE CR
LVNA1    0.86 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.48 /   M   ,BLOF1    1.47 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.56 /   M   ,RWLG1    5.02 /   M   :WHITESBURG     ROSWELL
WTPG1    2.23 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    1.48 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.45 /   0.00,CKLA1    0.28 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.65 /   M   ,RMBG1   11.02 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.35 /   0.00:TIBBEE         ETON
SAYA1    2.36 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.65 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   13.57 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    2.79 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1016 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.01 /   6.84 /  1 / 0.00 : CLAIBORNE
COLA1  102.17 /  77.26 /  0 / 0.00 : ANDREWS
.END
.B ALR 1016 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.05 /    1.30 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.53 /   32.91 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.80 /   73.76 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.29 /   95.71 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.66 /  123.23 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.87 /  186.62 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.51 /   73.57 /  0.00 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.46 /  109.35 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.29 /  136.60 /  0.00 :  1 @ 0.30  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.49 /  163.24 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.25 /  190.35 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.51 /  220.30 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.48 /  245.48 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.46 /  270.46 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.15 /  300.20 /  0.00 :  1 @ 0.05  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 1016 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  411.32 / 330.81 /  0.00 /       :    0     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 101625 TO 102625
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1016 C DC1016/QTDFZZZ/DID01/  2.090 /  2.370 /  2.370 /
.E1   2.090 /  2.090 /  2.090 /  2.090 /  2.090 /  2.090 /  2.090 /  2.090 /
.E WETG1 1016 C DC1016/QTDFZZZ/DID01/  1.940 /  1.940 /  1.940 /
.E1   1.940 /  1.940 /  1.940 /  1.940 /  1.940 /  1.940 /  1.940 /  1.940 /
.E FOGG1 1016 C DC1016/QTDFZZZ/DID01/  1.920 /  1.920 /  1.920 /
.E1   1.920 /  1.920 /  0.960 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /
.E WDRF1 1016 C DC1016/QTDFZZZ/DID01/  5.300 /  5.300 /  5.300 /
.E1   5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 1016 C DC1016/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 1016 C DC1016/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 /
$$