Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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000
SRUS44 KBMX 031229
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0903 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  839.50/   0.00/  0.243/  0.597/     0/     0/   0.00:ALLATOONA
CMMG1 1067.40/   0.00/  1.794/  0.672/   348/    68/   0.00:BUFORD
CTRG1 1073.90/ 685.07/  0.494/ -7.384/  2135/   411/   0.00:CARTERS
CTSG1  685.07/   0.00/  0.000/  0.000/  1103/     0/   M   :CARTERS REREG
WDRF1   76.88/  40.95/  7.122/  8.229/   625/    43/   0.00:WOODRUFF
FOGG1  187.85/ 101.65/  6.421/  0.220/   398/   160/   0.00:GEORGE
WETG1  633.03/ 557.81/  2.889/  0.650/   401/    45/   0.00:WEST POINT
.END
.B ALR 0903 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.89/  80.18/ -6.954/  0.000/   459/    82/   0.00:R F HENRY
MRFA1   80.59/  33.82/ 18.546/  0.000/   500/    76/   0.00:MILLERS FERRY
.END
.B ALR 0903 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  839.51/   0.00/  0.360/  0.597/     0/ 0.000:ALLATOONA
CMMG1 1067.39/   0.00/  0.449/  1.568/   388/ 0.000:BUFORD
CTRG1 1073.10/ 688.18/  0.144/  0.472/  2050/ 2.930:CARTERS
CTSG1  688.18/   0.00/  0.000/  0.000/  2206/-2.458:CARTERS REREG
WDRF1   76.91/  41.26/  7.114/  9.624/   625/ 9.624:WOODRUFF
FOGG1  187.81/ 101.29/  4.581/  2.927/   412/ 2.707:GEORGE
WETG1  633.00/ 557.81/  1.578/  3.192/   415/ 3.192:WEST POINT
TYLA1  124.93/  82.21/  5.076/  7.865/   486/ 7.865:R F HENRY
MRFA1   80.19/  34.28/  7.111/  6.202/   454/ 6.202:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0903 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.37 /   M   ,NCRG1    2.99 /   0.00:CARTERSVILLE   NORCROSS
KGTG1    3.74 /   M   ,RTMG1    4.91 /   0.00:KINGSTON       ROME
RSCG1    2.77 /   0.00,VING1    3.21 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    1.94 /   M   :CARTERS (411)  REDBUD
ELIG1    1.57 /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.66 /   0.99,DGAG1    0.92 /   0.00:CANTON         DAHLONEGA
DCNG1    0.57 /   0.00,TKRG1    1.12 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.65 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    1.02 /   M   ,MARG1    0.92 /   M   :SUWANEE        SOPE CR
LVNA1    1.25 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.56 /   M   ,BLOF1    3.67 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    4.13 /   M   ,RWLG1    4.23 /   M   :WHITESBURG     ROSWELL
WTPG1    2.21 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.53 /   0.00:WHITESBURG     CATOMA CR
MNJA1    3.33 /   0.00,CKLA1    1.60 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.89 /   M   ,RMBG1   11.41 /   M   :ROME 5TH       MAYOS BAR
LRYA1    2.04 /   M   ,ELRA1    8.13 /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.81 /   0.00:TIBBEE         ETON
SAYA1    3.21 /   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   10.76 /   M   ,BCKA1    3.63 /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    M    /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    5.32 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0903 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.60 /   7.40 /  6 / 0.00 : CLAIBORNE
COLA1  101.64 /  77.73 /  0 / 0.00 : ANDREWS
.END
.B ALR 0903 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.58 /    2.71 /  0.00 :  1 @ 0.50  1 @ 1.50  0 @ 0.00  0 @ 0.00
DLDA1   74.26 /   34.30 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.88 /   74.44 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.64 /   95.87 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.68 /  123.61 /  0.00 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.80 /  186.73 /  0.00 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.41 /   74.02 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.38 /  109.30 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.40 /  136.73 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.46 /  163.30 /  0.00 :  1 @ 0.10  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.50 /  190.45 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.41 /  220.49 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.34 /  245.33 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.35 /  270.19 /  0.00 :  3 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.44 /  300.47 /  0.00 :  1 @ 0.07  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.60 /  330.26 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0903 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  416.62 / 330.03 /  0.00 /       :    3     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 090315 TO 091315
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0903 C DC0903/QTDFZZZ/DID01/  1.480 /  1.480 /  1.480 /
.E1   0.710 /  1.480 /  1.480 /  1.480 /  1.480 /  1.480 /  1.480 /  1.480 /
.E WETG1 0903 C DC0903/QTDFZZZ/DID01/  3.470 /  3.470 /  0.610 /
.E1   0.610 /  3.470 /  3.470 /  3.470 /  3.470 /  3.470 /  3.470 /  3.470 /
.E FOGG1 0903 C DC0903/QTDFZZZ/DID01/  2.520 /  2.520 /  2.240 /
.E1   2.240 /  2.520 /  2.520 /  2.520 /  2.520 /  2.520 /  2.520 /  2.520 /
.E WDRF1 0903 C DC0903/QTDFZZZ/DID01/  8.500 /  8.000 /  7.500 /
.E1   7.000 /  7.000 /  6.500 /  6.500 /  6.500 /  6.500 /  6.500 /  6.500 /
.E CVLG1 0903 C DC0903/QTDFZZZ/DID01/  0.600 /  0.600 /  0.600 /
.E1   0.600 /  0.600 /  0.600 /  0.600 /  0.600 /  0.600 /  0.600 /  0.600 /
.E CTSG1 0903 C DC0903/QTDFZZZ/DID01/  0.600 /  0.600 /  0.600 /
.E1   0.600 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /
$$



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