Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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614
SRUS44 KBMX 251349
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0925 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  835.91/   0.00/  0.037/  0.361/   134/     0/   0.00:ALLATOONA
CMMG1 1067.29/   0.00/  1.795/  0.679/   242/     0/   0.00:BUFORD
CTRG1 1074.12/ 678.85/  0.178/ -7.157/  1010/     0/   0.00:CARTERS
CTSG1  678.85/   0.00/  0.000/  0.000/  1024/     0/   M   :CARTERS REREG
WDRF1   76.68/  42.64/ 34.708/ 12.563/   622/    28/   0.00:WOODRUFF
FOGG1  187.00/ 107.95/  0.778/ 16.508/  1759/   160/   0.00:GEORGE
WETG1  624.90/ 557.80/  2.338/  0.680/   306/    81/   0.00:WEST POINT
.END
.B ALR 0925 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.45/  80.39/  0.000/  0.000/   317/    82/   0.00:R F HENRY
MRFA1   80.17/  36.85/  0.000/  0.000/   613/    52/   0.00:MILLERS FERRY
.END
.B ALR 0925 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  835.92/   0.00/  0.044/  1.302/   293/ 0.000:ALLATOONA
CMMG1 1067.28/   0.00/  0.003/  1.309/   259/ 0.000:BUFORD
CTRG1 1073.37/ 683.08/  0.093/  0.149/  1464/ 2.103:CARTERS
CTSG1  683.08/   0.00/  0.000/  0.000/  1780/-1.955:CARTERS REREG
WDRF1   76.40/  42.59/ 14.535/ 12.505/   622/10.585:WOODRUFF
FOGG1  187.26/ 106.11/  1.773/ 12.844/  1765/12.634:GEORGE
WETG1  624.86/ 557.80/  0.784/  2.814/   312/ 2.814:WEST POINT
TYLA1  125.17/  81.16/  3.224/  4.863/   338/ 0.000:R F HENRY
MRFA1   80.69/  35.68/  3.679/  3.250/   221/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0925 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.82 /   M   ,NCRG1    3.13 /  -0.19:CARTERSVILLE   NORCROSS
KGTG1    6.03 /   M   ,RTMG1    3.91 /   0.00:KINGSTON       ROME
RSCG1    1.88 /   0.24,VING1    3.07 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.89 /   M   :CARTERS (411)  REDBUD
ELIG1    1.30 /   0.01,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.20 /   0.05,DGAG1    0.81 /   0.06:CANTON         DAHLONEGA
DCNG1    0.34 /   0.04,TKRG1    0.82 /  -0.01:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.04 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.90 /   M   ,MARG1    0.78 /   M   :SUWANEE        SOPE CR
LVNA1    1.17 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    2.60 /   M   ,BLOF1    5.78 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.88 /   M   ,RWLG1    3.95 /   M   :WHITESBURG     ROSWELL
WTPG1    2.26 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    1.58 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.61 /   0.00,CKLA1    0.52 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    3.91 /   M   ,RMBG1   10.30 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.05 /   0.00:TIBBEE         ETON
SAYA1    2.53 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   12.16 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   15.29 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    3.42 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0925 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   36.08 /   8.15 / 12 / 0.00 : CLAIBORNE
COLA1  102.71 /  84.08 /  0 / 0.00 : ANDREWS
.END
.B ALR 0925 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.12 /    6.10 /  0.00 :  5 @ 0.50  1 @ 1.00  1 @ 1.50  0 @ 0.00
DLDA1   74.72 /   35.91 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   96.02 /   76.55 /  0.15 :  6 @ 1.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  124.08 /   99.85 /  0.19 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.50 /  123.87 /  0.13 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.71 /  186.34 /  0.30 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.52 /   74.74 /  2.05 :  4 @ 0.00  1 @ 0.50  0 @ 0.00  0 @ 0.00
AVLA1  136.44 /  109.35 /  1.30 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.41 /  136.56 /  0.07 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.39 /  163.54 /  1.08 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.52 /  190.49 /  0.55 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.37 /  220.66 /  0.80 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.44 /  245.07 /  0.09 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.42 /  270.42 /  0.45 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.22 /  300.22 /  0.00 :  1 @ 0.09  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  411.94 /  330.20 /  0.58 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0925 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  412.10 / 330.20 /  0.00 /       :    2     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 092524 TO 100524
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0925 C DC0925/QTDFZZZ/DID01/  1.040 /  1.040 /  1.040 /
.E1   1.040 /  1.040 /  1.040 /  1.040 /  1.040 /  1.040 /  1.040 /  1.040 /
.E WETG1 0925 C DC0925/QTDFZZZ/DID01/  3.930 /  3.260 /  2.600 /
.E1   2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /
.E FOGG1 0925 C DC0925/QTDFZZZ/DID01/  3.840 /  2.560 /  2.560 /
.E1   3.840 /  3.200 /  3.200 /  2.560 /  1.920 /  1.920 /  1.920 /  1.920 /
.E WDRF1 0925 C DC0925/QTDFZZZ/DID01/  7.900 /  7.500 /  7.000 /
.E1   6.600 /  6.200 /  5.800 /  5.500 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 0925 C DC0925/QTDFZZZ/DID01/  0.910 /  0.560 /  0.560 /
.E1   0.910 /  0.910 /  0.910 /  0.910 /  0.910 /  0.560 /  0.560 /  0.910 /
.E CTSG1 0925 C DC0925/QTDFZZZ/DID01/  0.250 /  0.250 /  0.250 /
.E1   0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /
$$