Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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000
SRUS44 KBMX 021246
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0802 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  839.67/   0.00/  0.243/  0.597/     0/     0/   0.00:ALLATOONA
CMMG1 1068.03/   0.00/  0.668/  0.668/   348/    52/   0.00:BUFORD
CTRG1 1074.00/ 686.48/ -0.536/ -7.430/     0/     0/   0.00:CARTERS
CTSG1  686.48/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.33/  40.60/  9.880/  7.666/   509/    43/   0.20:WOODRUFF
FOGG1  187.93/ 103.58/ -0.461/  5.740/   395/   160/   0.00:GEORGE
WETG1  634.11/ 557.84/  1.410/  0.640/    85/    45/   0.00:WEST POINT
.END
.B ALR 0802 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1    0.00/   0.00/ 11.868/ 19.416/   283/    82/   0.00:R F HENRY
MRFA1    0.00/   0.00/ 12.126/ 24.694/   493/    76/   0.00:MILLERS FERRY
.END
.B ALR 0802 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  839.68/   0.00/  0.242/  0.597/     0/ 0.000:ALLATOONA
CMMG1 1068.03/   0.00/  0.109/  0.668/   162/ 0.000:BUFORD
CTRG1 1073.30/ 689.57/  0.217/ -2.230/     0/ 1.972:CARTERS
CTSG1  689.57/   0.00/  0.000/  0.000/     0/ 0.000:CARTERS REREG
WDRF1   76.28/  40.65/  6.470/  8.131/   509/ 8.131:WOODRUFF
FOGG1  187.98/ 105.66/  3.599/  2.772/   366/ 2.552:GEORGE
WETG1  634.10/ 557.84/  1.415/  0.645/    72/ 0.645:WEST POINT
TYLA1  123.51/  84.68/  2.668/  4.842/   306/ 4.842:R F HENRY
MRFA1   79.01/  35.70/  2.402/  8.120/   584/ 8.120:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0802 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    M    /   M   ,NCRG1    M    /   0.00:CARTERSVILLE   NORCROSS
KGTG1    M    /   M   ,RTMG1    M    /   0.00:KINGSTON       ROME
RSCG1    2.61 /   0.00,VING1    M    /   0.00:RESACA         VININGS
CATG1    M    /   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    /   M   ,CATA1    M    /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.53 /   0.00,CKLA1    1.16 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    M    /   M   ,RMBG1    M    /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    8.13 /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    M    /   0.00:TIBBEE         ETON
SAYA1    2.39 /   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    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 0802 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.80 /   9.50 /  6 / 0.00 : CLAIBORNE
COLA1  102.41 /  78.50 /  0 / 0.00 : ANDREWS
.END
.B ALR 0802 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.32 /    2.60 /  0.00 :  1 @ 0.50  1 @ 1.50  0 @ 0.00  0 @ 0.00
DLDA1   73.87 /   33.50 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.98 /   74.08 /  0.00 :  3 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.70 /   96.00 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.50 /  123.80 /  0.00 :  2 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.73 /  186.59 /  0.00 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.55 /   73.69 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.43 /  109.49 /  0.00 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.31 /  136.87 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.36 /  163.22 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.64 /  190.29 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.51 /  220.54 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.39 /  245.37 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.28 /  270.19 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.27 /  300.30 /  0.00 :  1 @ 0.07  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.76 /  331.40 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0802 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.73 / 330.46 /  0.00 /       :    8     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 080215 TO 081215
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0802 C DC0802/QTDFZZZ/DID01/  0.710 /  1.480 /  1.480 /
.E1   1.480 /  1.480 /  1.480 /  1.480 /  0.710 /  1.480 /  1.480 /  1.480 /
.E WETG1 0802 C DC0802/QTDFZZZ/DID01/  0.610 /  0.610 /  2.750 /
.E1   2.750 /  2.750 /  2.750 /  2.750 /  0.610 /  0.610 /  0.610 /  0.610 /
.E FOGG1 0802 C DC0802/QTDFZZZ/DID01/  2.240 /  2.240 /  2.240 /
.E1   2.240 /  2.240 /  2.240 /  2.240 /  2.240 /  2.240 /  2.240 /  2.240 /
.E WDRF1 0802 C DC0802/QTDFZZZ/DID01/  7.500 /  7.000 /  6.000 /
.E1   6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /
.E CVLG1 0802 C DC0802/QTDFZZZ/DID01/  0.700 /  0.700 /  0.700 /
.E1   0.700 /  0.700 /  0.700 /  0.700 /  0.700 /  0.700 /  0.700 /  0.700 /
.E CTSG1 0802 C DC0802/QTDFZZZ/DID01/  0.500 /  0.500 /  0.500 /
.E1   0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /
$$





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