Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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668
SRUS44 KBMX 131340
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1013 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  834.33/   0.00/  0.064/  0.388/   160/     0/   0.00:ALLATOONA
CMMG1 1066.84/   0.00/  0.721/  0.721/   456/     0/   0.00:BUFORD
CTRG1 1073.86/ 681.27/  0.349/  0.000/  1972/     0/   0.00:CARTERS
CTSG1  681.27/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.64/  38.95/  1.807/  5.129/   360/    28/   0.00:WOODRUFF
FOGG1  189.21/ 101.87/  6.703/  0.200/   243/   120/   0.00:GEORGE
WETG1  624.95/ 557.70/  2.552/  0.895/   231/    81/   0.00:WEST POINT
.END
.B ALR 1013 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.14/  79.79/  0.000/  0.000/   284/    81/   0.00:R F HENRY
MRFA1   80.36/  34.62/  0.000/  0.000/   339/    70/   0.00:MILLERS FERRY
.END
.B ALR 1013 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  864.34/   0.00/  0.207/  0.385/    64/ 0.000:ALLATOONA
CMMG1 1066.84/   0.00/  0.532/  1.988/   427/ 0.000:BUFORD
CTRG1 1073.82/ 681.38/  0.124/ -1.829/     0/ 0.000:CARTERS
CTSG1  681.38/   0.00/  0.000/  0.000/  1665/-1.829:CARTERS REREG
WDRF1   76.68/  38.97/  5.129/  5.129/   360/ 5.129:WOODRUFF
FOGG1  189.16/ 101.79/  1.990/  1.773/   245/ 1.573:GEORGE
WETG1  624.91/ 561.85/  2.705/  2.129/   242/ 2.129:WEST POINT
TYLA1  124.81/  83.08/  3.197/  2.892/   244/ 0.000:R F HENRY
MRFA1   79.71/  35.07/  5.229/  5.567/   320/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1013 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.90 /   M   ,NCRG1    M    /   0.00:CARTERSVILLE   NORCROSS
KGTG1    M    /   M   ,RTMG1    M    /   0.00:KINGSTON       ROME
RSCG1    M    /   0.00,VING1    M    /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    M    /   M   :CARTERS (411)  REDBUD
ELIG1    M    /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    M    /   0.00,DGAG1    M    /   0.00:CANTON         DAHLONEGA
DCNG1    M    /   0.00,TKRG1    M    /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    M    /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    M    /   M   ,MARG1    M    /   M   :SUWANEE        SOPE CR
LVNA1    M    /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    M    /   M   ,BLOF1    M    /   M   :NEWTON         BLOUNTSTOWN
WHTG1    M    /   M   ,RWLG1    M    /   M   :WHITESBURG     ROSWELL
WTPG1    M    /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    M    /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.52 /   0.00,CKLA1    0.22 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    M    /   M   ,RMBG1    M    /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    M    /   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    M    /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    M    /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    M    /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1013 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.55 /   5.83 /  0 / 0.00 : CLAIBORNE
COLA1  102.14 /  77.66 /  0 / 0.00 : ANDREWS
.END
.B ALR 1013 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.09 /    1.86 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.53 /   32.97 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.54 /   73.65 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.25 /   95.54 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.56 /  123.22 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.78 /  186.37 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.47 /   73.58 /  0.00 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.26 /  109.26 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.45 /  136.36 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.54 /  163.52 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.18 /  190.41 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.43 /  220.13 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.46 /  245.40 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6   30.46 /  270.42 /  0.00 :  1 @ 0.25  2 @ 0.50  0 @ 0.00  0 @ 0.00
LKEM6  330.25 /  300.20 /  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 1013 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  411.49 / 330.81 /  0.00 /       :    0     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 101325 TO 102325
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1013 C DC1013/QTDFZZZ/DID01/  2.700 /  2.700 /  2.090 /
.E1   2.090 /  1.480 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /
.E WETG1 1013 C DC1013/QTDFZZZ/DID01/  1.940 /  1.590 /  1.940 /
.E1   1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /
.E FOGG1 1013 C DC1013/QTDFZZZ/DID01/  1.920 /  1.920 /  1.920 /
.E1   1.920 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /
.E WDRF1 1013 C DC1013/QTDFZZZ/DID01/  5.200 /  5.100 /  5.100 /
.E1   5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 1013 C DC1013/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 1013 C DC1013/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 /
$$