Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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525
SRUS44 KBMX 111310
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1011 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  834.41/   0.00/  0.360/  0.360/    48/     0/   0.00:ALLATOONA
CMMG1 1067.00/   0.00/  1.716/  6.192/   511/     0/   0.00:BUFORD
CTRG1 1070.95/ 693.07/  0.000/  0.000/     0/     0/   0.00:CARTERS
CTSG1  693.07/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.69/  38.95/  9.550/  5.121/   361/    28/   0.00:WOODRUFF
FOGG1  189.20/ 101.85/  6.703/  0.200/     0/   160/   0.00:GEORGE
WETG1  624.95/ 557.82/  2.950/  0.740/     0/    81/   0.00:WEST POINT
.END
.B ALR 1011 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.31/  81.28/  0.000/  0.000/   289/    81/   0.00:R F HENRY
MRFA1   80.15/  34.67/  0.000/  0.000/   307/    71/   0.00:MILLERS FERRY
.END
.B ALR 1011 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  834.41/   0.00/  0.135/  0.503/    86/ 0.000:ALLATOONA
CMMG1 1067.04/   0.00/ -0.022/  2.404/   534/ 0.000:BUFORD
CTRG1 1070.95/ 693.13/  0.153/  0.433/  1349/ 2.020:CARTERS
CTSG1  693.13/   0.00/  0.000/  0.000/  1408/-1.587:CARTERS REREG
WDRF1   76.68/  38.93/  6.533/  5.426/   361/ 5.426:WOODRUFF
FOGG1  189.16/ 101.71/  1.638/  2.288/   323/ 2.088:GEORGE
WETG1  624.91/ 557.69/  1.891/  2.075/   239/ 2.075:WEST POINT
TYLA1  124.49/  80.59/  4.539/  4.717/   304/ 0.000:R F HENRY
MRFA1   80.07/  34.92/  5.157/  5.308/   326/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1011 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.88 /   M   ,NCRG1    2.10 /  -2.80:CARTERSVILLE   NORCROSS
KGTG1    3.53 /   M   ,RTMG1    4.60 /   0.00:KINGSTON       ROME
RSCG1    1.77 /  -0.03,VING1    4.93 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.93 /   M   :CARTERS (411)  REDBUD
ELIG1    1.42 /  -0.02,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.40 /   0.00,DGAG1    0.90 /  -0.13:CANTON         DAHLONEGA
DCNG1    0.45 /  -0.04,TKRG1    0.88 /  -0.02:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.34 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.40 /   M   ,MARG1    0.87 /   M   :SUWANEE        SOPE CR
LVNA1    1.00 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.36 /   M   ,BLOF1    1.62 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.21 /   M   ,RWLG1    3.24 /   M   :WHITESBURG     ROSWELL
WTPG1    2.23 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    1.44 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.50 /   0.00,CKLA1    0.22 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.58 /   M   ,RMBG1   10.89 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.41 /   0.00:TIBBEE         ETON
SAYA1    2.38 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.40 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   15.67 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    2.91 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1011 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.65 /   6.54 /  2 / 0.00 : CLAIBORNE
COLA1  102.13 /  77.39 /  0 / 0.00 : ANDREWS
.END
.B ALR 1011 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.12 /    2.00 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.68 /   33.07 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   96.00 /   74.07 /  0.00 :  5 @ 0.50  1 @ 1.00  0 @ 0.00  0 @ 0.00
TODA1  123.29 /   96.04 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.55 /  123.28 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.76 /  186.43 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.45 /   73.62 /  0.00 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.27 /  109.27 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.41 /  136.38 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.45 /  163.53 /  0.00 :  1 @ 0.10  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.25 /  190.37 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.53 /  220.19 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.36 /  245.36 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.44 /  270.46 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.23 /  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 1011 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  411.66 / 330.81 /  0.00 /       :    0     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 101125 TO 102125
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1011 C DC1011/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 1011 C DC1011/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 1011 C DC1011/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 1011 C DC1011/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 1011 C DC1011/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 1011 C DC1011/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 /
$$