Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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000
SRUS44 KBMX 271239
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0927 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  837.47/   0.00/  0.169/  0.505/     0/     0/   0.00:ALLATOONA
CMMG1 1064.61/   0.00/  0.617/  0.617/   288/     0/   0.00:BUFORD
CTRG1 1067.80/ 688.00/  0.151/ -3.850/  2440/     0/   0.00:CARTERS
CTSG1  688.00/   0.00/  0.000/  0.000/   568/     0/   M   :CARTERS REREG
WDRF1   76.67/  38.92/  1.906/  5.227/   341/    43/   0.00:WOODRUFF
FOGG1  187.54/ 101.79/  0.200/  0.200/   167/   160/   0.00:GEORGE
WETG1  630.62/ 557.71/ -0.003/  0.675/   198/    45/   0.00:WEST POINT
.END
.B ALR 0927 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.60/  79.88/ -3.660/  0.000/   245/    82/   0.00:R F HENRY
MRFA1   79.74/  33.36/  1.632/  0.000/   376/    76/   0.00:MILLERS FERRY
.END
.B ALR 0927 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  837.48/   0.00/  0.053/  0.505/     0/ 0.000:ALLATOONA
CMMG1 1064.61/   0.00/  0.736/  1.798/   286/ 0.000:BUFORD
CTRG1 1067.30/ 689.70/ -0.053/  1.525/  2601/ 3.721:CARTERS
CTSG1  689.70/   0.00/  0.000/  0.000/  1975/-2.196:CARTERS REREG
WDRF1   76.70/  39.23/  6.046/  5.123/   341/ 5.123:WOODRUFF
FOGG1  187.56/ 101.76/  1.483/  1.690/   230/ 1.490:GEORGE
WETG1  630.62/ 557.71/  1.069/  1.973/   248/ 1.973:WEST POINT
TYLA1  124.50/  80.00/  4.152/  4.701/   288/ 4.701:R F HENRY
MRFA1   80.03/  33.93/  4.311/  4.402/   317/ 4.402:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0927 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.07 /   M   ,NCRG1    2.13 /   0.00:CARTERSVILLE   NORCROSS
KGTG1    3.69 /   M   ,RTMG1    3.53 /   0.00:KINGSTON       ROME
RSCG1    1.60 /   0.03,VING1    2.89 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    0.92 /   M   :CARTERS (411)  REDBUD
ELIG1    1.19 /   0.11,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.16 /  -0.13,DGAG1    0.52 /   0.00:CANTON         DAHLONEGA
DCNG1   -0.04 /   0.61,TKRG1    0.70 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.03 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    0.90 /   M   ,MARG1    0.69 /   M   :SUWANEE        SOPE CR
LVNA1    1.13 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.15 /   M   ,BLOF1    0.76 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.70 /   M   ,RWLG1    3.57 /   M   :WHITESBURG     ROSWELL
WTPG1    2.02 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.48 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.38 /   0.00,CKLA1    0.38 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    3.54 /   M   ,RMBG1   10.35 /   M   :ROME 5TH       MAYOS BAR
LRYA1    1.28 /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.04 /   0.00:TIBBEE         ETON
SAYA1    1.56 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.30 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    M    /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    4.26 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0927 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.30 /   5.90 /  6 / 0.00 : CLAIBORNE
COLA1  101.73 /  77.56 /  0 / 0.00 : ANDREWS
.END
.B ALR 0927 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.23 /    1.21 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.55 /   32.91 /  0.57 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.56 /   73.67 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.19 /   95.65 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.50 /  123.10 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.98 /  186.40 /  0.00 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.42 /   74.04 /  0.00 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.44 /  109.58 /  0.00 :  1 @ 0.75  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.30 /  136.39 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.32 /  163.18 /  0.00 :  1 @ 0.10  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.17 /  190.34 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.40 /  220.09 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.29 /  245.25 /  0.00 :  1 @ 0.12  1 @ 0.25  0 @ 0.00  0 @ 0.00
LKDM6  300.26 /  270.19 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.13 /  300.21 /  0.00 :  1 @ 0.14  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  412.33 /  330.12 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0927 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  412.40 / 330.20 /  0.00 /       :    3     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 092716 TO 100716
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0927 C DC0927/QTDFZZZ/DID01/  1.220 /  1.220 /  1.220 /
.E1   1.220 /  0.970 /  0.970 /  1.220 /  1.220 /  1.220 /  1.220 /  1.220 /
.E WETG1 0927 C DC0927/QTDFZZZ/DID01/  3.150 /  3.150 /  3.150 /
.E1   3.150 /  3.150 /  3.150 /  3.150 /  3.150 /  3.150 /  3.150 /  3.150 /
.E FOGG1 0927 C DC0927/QTDFZZZ/DID01/  1.300 /  2.600 /  2.600 /
.E1   2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /
.E WDRF1 0927 C DC0927/QTDFZZZ/DID01/  5.100 /  5.100 /  5.100 /
.E1   5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 0927 C DC0927/QTDFZZZ/DID01/  0.500 /  0.500 /  0.500 /
.E1   0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /
.E CTSG1 0927 C DC0927/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 /
$$



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