Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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000
SRUS44 KBMX 301249
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0930 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  837.65/   0.00/  0.076/  1.090/     0/     0/   0.00:ALLATOONA
CMMG1 1067.97/   0.00/  1.787/  0.668/   288/   121/   0.00:BUFORD
CTRG1 1070.50/ 683.60/  0.853/ -2.039/  2027/     0/   0.00:CARTERS
CTSG1  683.60/   0.00/  0.000/  0.000/   519/     0/   M   :CARTERS REREG
WDRF1   76.74/  40.15/ 11.130/  6.701/   381/    43/   0.03:WOODRUFF
FOGG1  187.14/ 101.66/ -3.390/  0.240/   359/   160/   0.00:GEORGE
WETG1  631.28/ 557.74/  1.370/  0.670/   408/    45/   0.00:WEST POINT
.END
.B ALR 0930 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.81/  79.92/ -1.098/  0.000/   361/    82/   0.34:R F HENRY
MRFA1   80.10/  35.13/ 17.598/  0.000/   382/    74/   0.38:MILLERS FERRY
.END
.B ALR 0930 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  837.68/   0.00/  0.299/  1.090/     0/ 0.000:ALLATOONA
CMMG1 1067.96/   0.00/  0.241/  1.361/   291/ 0.000:BUFORD
CTRG1 1070.20/ 685.20/  0.176/  2.110/  1462/ 2.110:CARTERS
CTSG1  685.20/   0.00/  0.000/  0.000/     0/ 0.000:CARTERS REREG
WDRF1   76.73/  40.10/ 10.600/  6.725/   381/ 6.725:WOODRUFF
FOGG1  187.16/ 101.53/  3.150/  2.545/   350/ 2.305:GEORGE
WETG1  631.27/ 557.74/  1.592/  2.642/   339/ 2.642:WEST POINT
TYLA1  124.84/  80.76/  5.570/  5.753/   347/ 5.753:R F HENRY
MRFA1   79.90/  35.13/  5.975/  5.555/   418/ 5.555:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0930 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    6.19 /   M   ,NCRG1    2.83 /   0.28:CARTERSVILLE   NORCROSS
KGTG1    4.50 /   M   ,RTMG1    4.43 /   0.00:KINGSTON       ROME
RSCG1    2.50 /   0.04,VING1    2.90 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    1.34 /   M   :CARTERS (411)  REDBUD
ELIG1    1.40 /   0.11,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.09,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.55 /  -0.07,DGAG1    0.78 /   0.06:CANTON         DAHLONEGA
DCNG1    0.62 /   0.00,TKRG1    1.10 /   0.04:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.51 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    0.99 /   M   ,MARG1    1.04 /   M   :SUWANEE        SOPE CR
LVNA1    1.28 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    6.19 /   M   ,BLOF1    2.36 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.05 /   M   ,RWLG1    4.08 /   M   :WHITESBURG     ROSWELL
WTPG1    2.12 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.54 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.58 /   0.00,CKLA1    0.84 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.43 /   M   ,RMBG1   11.24 /   M   :ROME 5TH       MAYOS BAR
LRYA1    1.65 /   M   ,ELRA1    8.13 /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.58 /   0.00:TIBBEE         ETON
SAYA1    2.31 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6   10.97 /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    6.40 /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.67 /   M   ,BCKA1    2.09 /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    4.13 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    4.92 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0930 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.60 /   7.30 /  6 / 0.00 : CLAIBORNE
COLA1  101.97 /  76.47 /  0 / 0.00 : ANDREWS
.END
.B ALR 0930 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.16 /    1.82 /  0.03 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.54 /   32.99 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   96.05 /   73.68 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.40 /   95.88 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.60 /  123.20 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.84 /  186.04 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.49 /   73.34 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.35 /  109.22 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.32 /  136.49 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.31 /  163.22 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.68 /  190.31 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.55 /  220.57 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.34 /  245.49 /  0.00 :  2 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.15 /  270.20 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  329.96 /  300.04 /  0.00 :  1 @ 0.07  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  410.65 /  329.82 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0930 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  410.66 / 330.30 /  0.00 /       :    9     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 093014 TO 101014
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0930 C DC0930/QTDFZZZ/DID01/  1.220 /  1.220 /  1.220 /
.E1   1.220 /  0.710 /  0.710 /  1.220 /  1.220 /  1.220 /  1.220 /  1.220 /
.E WETG1 0930 C DC0930/QTDFZZZ/DID01/  2.750 /  2.750 /  2.750 /
.E1   2.750 /  0.610 /  0.610 /  2.750 /  2.750 /  2.220 /  2.220 /  2.220 /
.E FOGG1 0930 C DC0930/QTDFZZZ/DID01/  2.340 /  2.340 /  2.340 /
.E1   2.340 /  2.340 /  2.340 /  2.340 /  2.340 /  2.340 /  2.340 /  2.340 /
.E WDRF1 0930 C DC0930/QTDFZZZ/DID01/  6.000 /  5.500 /  5.000 /
.E1   5.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /
.E CVLG1 0930 C DC0930/QTDFZZZ/DID01/  1.000 /  1.000 /  1.000 /
.E1   1.000 /  1.000 /  1.000 /  1.000 /  1.000 /  1.000 /  1.000 /  1.000 /
.E CTSG1 0930 C DC0930/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 /
$$



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