Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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534
SRUS44 KBMX 181309
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1018 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  833.63/   0.00/  0.057/  0.363/   172/     0/   0.00:ALLATOONA
CMMG1 1066.41/   0.00/ -0.370/  0.722/   402/     0/   0.00:BUFORD
CTRG1 1071.49/ 689.98/  0.390/ -7.650/  2060/     0/   0.00:CARTERS
CTSG1  689.98/   0.00/  0.000/  0.000/  1120/     0/   M   :CARTERS REREG
WDRF1   76.68/  38.84/  6.116/  5.009/   357/    28/   0.00:WOODRUFF
FOGG1  189.20/ 101.95/ -1.100/  0.200/   251/   160/   0.00:GEORGE
WETG1  624.86/ 557.69/  1.292/  0.740/   189/    81/   0.00:WEST POINT
.END
.B ALR 1018 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.25/  81.41/  0.000/  0.000/   493/    81/   0.00:R F HENRY
MRFA1   80.09/  36.00/  0.000/  0.000/   675/    70/   0.00:MILLERS FERRY
.END
.B ALR 1018 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  833.64/   0.00/  0.127/  0.896/   178/ 0.000:ALLATOONA
CMMG1 1066.42/   0.00/  0.460/  1.916/   410/ 0.000:BUFORD
CTRG1 1070.66/ 692.85/  0.098/ -0.180/  2463/ 3.623:CARTERS
CTSG1  692.85/   0.00/  0.000/  0.000/  3361/-3.803:CARTERS REREG
WDRF1   76.69/  38.95/  5.213/  4.844/   357/ 4.844:WOODRUFF
FOGG1  189.20/ 102.10/  1.451/  1.885/   259/ 1.685:GEORGE
WETG1  624.84/ 557.69/  1.668/  1.760/   202/ 1.760:WEST POINT
TYLA1  125.34/  80.88/  3.689/  4.017/   240/ 0.000:R F HENRY
MRFA1   80.20/  34.38/  2.105/  2.004/   123/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1018 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.88 /   M   ,NCRG1    4.86 /  -0.09:CARTERSVILLE   NORCROSS
KGTG1    4.81 /   M   ,RTMG1    4.61 /   0.00:KINGSTON       ROME
RSCG1    1.74 /   0.07,VING1    3.06 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.94 /   M   :CARTERS (411)  REDBUD
ELIG1    1.38 /  -0.01,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.28 /   0.00,DGAG1    0.83 /  -0.01:CANTON         DAHLONEGA
DCNG1    0.35 /  -0.02,TKRG1    0.86 /  -0.05:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.24 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.40 /   M   ,MARG1    0.74 /   M   :SUWANEE        SOPE CR
LVNA1    0.85 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.25 /   M   ,BLOF1    1.50 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    4.13 /   M   ,RWLG1    M    /   M   :WHITESBURG     ROSWELL
WTPG1    2.23 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    1.45 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.49 /   0.00,CKLA1    0.21 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.61 /   M   ,RMBG1   11.00 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.34 /   0.00:TIBBEE         ETON
SAYA1    2.34 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   12.43 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   13.81 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    2.83 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1018 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.07 /   5.56 /  3 / 0.00 : CLAIBORNE
COLA1  102.37 /  77.38 /  0 / 0.00 : ANDREWS
.END
.B ALR 1018 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.22 /    0.00 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.72 /   33.17 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.82 /   73.92 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.39 /   95.75 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.45 /  123.30 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.88 /  186.43 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.43 /   73.74 /  0.00 :  1 @ 0.30  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.29 /  109.23 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.42 /  136.50 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.42 /  163.27 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.37 /  190.35 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.50 /  220.19 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.50 /  245.48 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.34 /  270.55 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.12 /  300.19 /  0.00 :  1 @ 0.05  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 1018 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  411.14 / 330.81 /  0.00 /       :    0     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 101825 TO 102825
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1018 C DC1018/QTDFZZZ/DID01/  2.090 /  1.790 /  1.790 /
.E1   1.790 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /
.E WETG1 1018 C DC1018/QTDFZZZ/DID01/  1.440 /  1.440 /  1.440 /
.E1   1.440 /  1.440 /  1.600 /  1.440 /  1.440 /  1.440 /  1.440 /  1.440 /
.E FOGG1 1018 C DC1018/QTDFZZZ/DID01/  0.960 /  0.960 /  1.440 /
.E1   1.440 /  1.440 /  1.920 /  1.920 /  1.920 /  1.440 /  1.440 /  1.440 /
.E WDRF1 1018 C DC1018/QTDFZZZ/DID01/  5.300 /  5.100 /  5.100 /
.E1   5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 1018 C DC1018/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 1018 C DC1018/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 /
$$