Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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150
SRUS44 KBMX 011239
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1001 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  837.14/   0.00/  0.169/  0.505/     0/     0/   0.00:ALLATOONA
CMMG1 1064.31/   0.00/  1.749/  0.687/   228/     0/   0.00:BUFORD
CTRG1 1067.60/ 687.37/  0.883/ -3.839/     0/     0/   0.00:CARTERS
CTSG1  687.37/   0.00/  0.000/  0.000/   568/     0/   M   :CARTERS REREG
WDRF1   76.68/  39.01/  3.922/  5.029/   331/    43/   0.00:WOODRUFF
FOGG1  187.89/ 101.97/  5.727/  6.958/   167/   160/   0.00:GEORGE
WETG1  630.56/ 557.71/  1.353/  0.675/    72/    45/   0.00:WEST POINT
.END
.B ALR 1001 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.04/  81.39/-12.965/ 18.061/   180/    82/   0.00:R F HENRY
MRFA1   79.64/  34.76/ -5.495/ 17.713/   294/    76/   0.00:MILLERS FERRY
.END
.B ALR 1001 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  837.15/   0.00/ -0.003/  0.505/     0/ 0.000:ALLATOONA
CMMG1 1064.30/   0.00/ -0.261/  1.155/   287/ 0.000:BUFORD
CTRG1 1067.10/ 689.01/  0.024/ -1.227/   615/ 0.875:CARTERS
CTSG1  689.01/   0.00/  0.000/  0.000/  1853/-2.103:CARTERS REREG
WDRF1   76.65/  38.97/  4.040/  4.963/   331/ 4.945:WOODRUFF
FOGG1  187.91/ 102.12/  1.478/  1.272/   164/ 1.072:GEORGE
WETG1  630.56/ 557.71/  1.038/  1.264/   154/ 1.264:WEST POINT
TYLA1  124.08/  79.86/  2.662/  4.553/   278/ 4.553:R F HENRY
MRFA1   79.90/  33.98/  5.700/  4.187/   308/ 4.187:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1001 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.07 /   M   ,NCRG1    2.69 /   0.00:CARTERSVILLE   NORCROSS
KGTG1    3.47 /   M   ,RTMG1    3.49 /   0.00:KINGSTON       ROME
RSCG1    1.56 /   0.00,VING1    2.81 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    0.90 /   M   :CARTERS (411)  REDBUD
ELIG1    1.16 /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.14 /  -1.32,DGAG1    0.46 /   0.00:CANTON         DAHLONEGA
DCNG1   -0.09 /   0.00,TKRG1    0.67 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.00 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    0.82 /   M   ,MARG1    0.65 /   M   :SUWANEE        SOPE CR
LVNA1    1.08 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.04 /   M   ,BLOF1    0.59 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.73 /   M   ,RWLG1    3.84 /   M   :WHITESBURG     ROSWELL
WTPG1    2.01 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.30 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.32 /   0.00,CKLA1    0.31 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    3.50 /   M   ,RMBG1   10.28 /   M   :ROME 5TH       MAYOS BAR
LRYA1    1.18 /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.04 /   0.00:TIBBEE         ETON
SAYA1    2.21 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   10.95 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    M    /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    4.19 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1001 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.30 /   7.10 /  6 / 0.00 : CLAIBORNE
COLA1  102.14 /  78.46 /  0 / 0.00 : ANDREWS
.END
.B ALR 1001 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.17 /    1.13 /  0.00 :  1 @ 0.50*** @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.58 /   32.80 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.91 /   73.98 /  0.00 :  4 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.27 /   96.06 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.30 /  123.16 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.79 /  186.25 /  0.00 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.20 /   74.04 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.12 /  109.10 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.46 /  136.17 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.30 /  163.36 /  0.00 :  1 @ 0.30  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.31 /  190.32 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.14 /  220.22 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.21 /  245.15 /  0.00 :  2 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.33 /  270.11 /  0.00 :  2 @ 0.25  1 @ 0.50  0 @ 0.00  0 @ 0.00
LKEM6  330.53 /  300.17 /  0.00 :  1 @ 0.14  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  412.04 /  330.51 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1001 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  412.04 / 330.61 /  0.00 /       :    6     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 100116 TO 101116
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1001 C DC1001/QTDFZZZ/DID01/  1.220 /  0.970 /  0.970 /
.E1   1.220 /  1.220 /  1.220 /  1.220 /  1.220 /  0.970 /  0.970 /  0.970 /
.E WETG1 1001 C DC1001/QTDFZZZ/DID01/  1.210 /  0.610 /  0.610 /
.E1   0.970 /  0.970 /  0.970 /  0.970 /  0.970 /  0.610 /  0.610 /  0.610 /
.E FOGG1 1001 C DC1001/QTDFZZZ/DID01/  1.040 /  1.040 /  1.040 /
.E1   1.560 /  1.560 /  1.560 /  1.560 /  1.560 /  1.560 /  1.560 /  1.560 /
.E WDRF1 1001 C DC1001/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 1001 C DC1001/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 1001 C DC1001/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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