Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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838
SRUS44 KBMX 081310
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1008 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  834.74/   0.00/  0.361/  0.361/   214/     0/   0.00:ALLATOONA
CMMG1 1067.31/   0.00/  1.795/  0.679/   356/     0/   0.00:BUFORD
CTRG1 1071.94/ 689.18/  0.465/ -7.605/  3368/     0/   0.00:CARTERS
CTSG1  689.18/   0.00/  0.000/  0.000/  1117/     0/   M   :CARTERS REREG
WDRF1   76.54/  39.29/  7.325/  6.218/   379/    28/   0.00:WOODRUFF
FOGG1  189.20/ 101.97/  1.501/  0.200/   359/   120/   0.00:GEORGE
WETG1  624.91/ 557.69/  2.398/  0.740/   189/    81/   0.00:WEST POINT
.END
.B ALR 1008 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.65/  80.36/  0.000/  0.000/   288/    81/   0.05:R F HENRY
MRFA1   80.28/  35.24/  0.000/  0.000/   402/    70/   0.00:MILLERS FERRY
.END
.B ALR 1008 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  834.74/   0.00/  0.218/  0.902/   182/ 0.000:ALLATOONA
CMMG1 1067.30/   0.00/  0.491/  2.357/   527/ 0.000:BUFORD
CTRG1 1071.10/ 692.11/ -0.142/  0.532/  3526/ 5.180:CARTERS
CTSG1  692.11/   0.00/  0.000/  0.000/  4156/-4.648:CARTERS REREG
WDRF1   76.56/  39.31/  7.322/  6.214/   379/ 6.214:WOODRUFF
FOGG1  189.20/ 102.15/  2.575/  2.575/   366/ 2.375:GEORGE
WETG1  624.88/ 557.69/  1.379/  1.748/   201/ 1.748:WEST POINT
TYLA1  124.48/  80.61/  4.231/  4.842/   282/ 0.000:R F HENRY
MRFA1   80.33/  36.36/  5.789/  5.804/   402/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1008 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.85 /   M   ,NCRG1    4.89 /   0.91:CARTERSVILLE   NORCROSS
KGTG1    5.68 /   M   ,RTMG1    4.85 /   0.00:KINGSTON       ROME
RSCG1    1.88 /  -0.46,VING1    4.91 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    1.05 /   M   :CARTERS (411)  REDBUD
ELIG1    1.47 /   0.01,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.50 /   0.00,DGAG1    0.97 /   0.02:CANTON         DAHLONEGA
DCNG1    0.53 /  -0.01,TKRG1    0.93 /   0.02:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.36 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.39 /   M   ,MARG1    0.94 /   M   :SUWANEE        SOPE CR
LVNA1    0.90 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.43 /   M   ,BLOF1    1.97 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.54 /   M   ,RWLG1    5.23 /   M   :WHITESBURG     ROSWELL
WTPG1    2.24 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    1.44 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.52 /   0.00,CKLA1    0.22 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.83 /   M   ,RMBG1   11.01 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.42 /   0.00:TIBBEE         ETON
SAYA1    2.37 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.45 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   14.36 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    2.89 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1008 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.15 /   6.89 /  1 / 0.00 : CLAIBORNE
COLA1  102.15 /  77.37 /  0 / 0.02 : ANDREWS
.END
.B ALR 1008 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.16 /    2.90 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.52 /   33.04 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.40 /   73.65 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.20 /   95.31 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.28 /  123.32 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.89 /  186.36 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.50 /   73.59 /  0.00 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.27 /  109.41 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.61 /  136.42 /  0.24 :  1 @ 0.30  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.43 /  163.70 /  0.14 :  1 @ 0.10  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.52 /  190.41 /  0.30 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.50 /  220.50 /  0.02 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.42 /  245.48 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.48 /  270.40 /  0.28 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.22 /  300.21 /  0.05 :  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 1008 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  411.74 / 330.81 /  0.00 /       :    0     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 100825 TO 101825
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1008 C DC1008/QTDFZZZ/DID01/  1.790 /  1.790 /  1.790 /
.E1   1.790 /  2.090 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /
.E WETG1 1008 C DC1008/QTDFZZZ/DID01/  1.590 /  1.590 /  1.590 /
.E1   1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /
.E FOGG1 1008 C DC1008/QTDFZZZ/DID01/  2.400 /  1.920 /  1.920 /
.E1   1.920 /  2.400 /  1.920 /  1.920 /  2.400 /  1.920 /  1.920 /  1.920 /
.E WDRF1 1008 C DC1008/QTDFZZZ/DID01/  5.600 /  5.100 /  5.100 /
.E1   5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 1008 C DC1008/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 1008 C DC1008/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 /
$$