Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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066
SRUS44 KBMX 271209
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0827 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  839.51/   0.00/ -0.048/  0.306/     0/     0/   0.00:ALLATOONA
CMMG1 1066.04/   0.00/  1.771/  0.679/   228/     0/   0.00:BUFORD
CTRG1 1069.40/ 690.68/ -0.032/ -3.866/  1692/     0/   0.00:CARTERS
CTSG1  690.68/   0.00/  0.000/  0.000/   569/     0/   M   :CARTERS REREG
WDRF1   76.83/  39.85/  4.205/  6.420/   341/    43/   0.00:WOODRUFF
FOGG1  187.72/ 102.10/ -3.521/  0.200/   360/   160/   0.00:GEORGE
WETG1  632.11/ 557.71/  1.383/  0.660/   168/    42/   0.00:WEST POINT
.END
.B ALR 0827 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.22/  80.76/  0.366/  0.000/   332/    82/   0.00:R F HENRY
MRFA1   80.59/  33.39/ -2.178/  0.000/   432/    76/   0.00:MILLERS FERRY
.END
.B ALR 0827 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  839.52/   0.00/  0.247/  0.306/     0/ 0.000:ALLATOONA
CMMG1 1066.03/   0.00/  0.095/  1.187/   290/ 0.000:BUFORD
CTRG1 1069.00/ 692.19/  0.251/  0.570/  1950/ 2.804:CARTERS
CTSG1  692.19/   0.00/  0.000/  0.000/  1984/-2.234:CARTERS REREG
WDRF1   76.86/  39.67/  6.088/  6.088/   341/ 5.097:WOODRUFF
FOGG1  187.77/ 102.42/  1.378/  2.825/   255/ 2.625:GEORGE
WETG1  632.09/ 557.71/  2.254/  2.013/   177/ 0.630:WEST POINT
TYLA1  124.90/  80.41/  5.736/  5.474/   342/ 5.474:R F HENRY
MRFA1   80.73/  33.82/  6.671/  5.489/   403/ 5.489:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0827 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.71 /   M   ,NCRG1    3.88 /   0.11:CARTERSVILLE   NORCROSS
KGTG1    3.11 /   M   ,RTMG1    3.87 /   0.00:KINGSTON       ROME
RSCG1    1.84 /   0.00,VING1    2.87 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    1.19 /   M   :CARTERS (411)  REDBUD
ELIG1    1.47 /   0.33,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.56 /   0.60,DGAG1    0.73 /   0.00:CANTON         DAHLONEGA
DCNG1    0.39 /   0.00,TKRG1    1.10 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.08 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    1.35 /   M   ,MARG1    1.84 /   M   :SUWANEE        SOPE CR
LVNA1    1.68 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    3.57 /   M   ,BLOF1    1.60 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.03 /   M   ,RWLG1    3.21 /   M   :WHITESBURG     ROSWELL
WTPG1    2.03 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.54 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.34 /   0.00,CKLA1    0.98 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    3.86 /   M   ,RMBG1   10.50 /   M   :ROME 5TH       MAYOS BAR
LRYA1    1.55 /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.21 /   0.00:TIBBEE         ETON
SAYA1    2.47 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.70 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    M    /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    4.76 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0827 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.70 /   6.79 /  6 / 0.00 : CLAIBORNE
COLA1  102.23 /  77.80 /  0 / 0.00 : ANDREWS
.END
.B ALR 0827 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.26 /    1.63 /  0.00 :  1 @ 1.00*** @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.81 /   33.35 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.88 /   74.07 /  0.00 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.20 /   95.90 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.49 /  123.11 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.88 /  186.84 /  1.00 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.35 /   74.24 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.40 /  109.28 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.51 /  136.31 /  0.32 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.55 /  163.39 /  0.40 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.50 /  190.60 /  0.62 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.48 /  220.47 /  0.39 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.43 /  245.38 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.31 /  270.31 /  0.45 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.59 /  300.26 /  0.00 :  1 @ 0.14  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.33 /  330.57 /  1.38 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0827 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.18 / 330.59 /  0.00 /       :    4     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 082716 TO 090616
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0827 C DC0827/QTDFZZZ/DID01/  0.970 /  0.970 /  1.220 /
.E1   1.220 /  1.220 /  1.220 /  1.220 /  0.970 /  0.970 /  0.970 /  0.970 /
.E WETG1 0827 C DC0827/QTDFZZZ/DID01/  1.240 /  0.610 /  1.410 /
.E1   1.410 /  1.410 /  1.410 /  1.410 /  0.610 /  0.610 /  0.610 /  0.610 /
.E FOGG1 0827 C DC0827/QTDFZZZ/DID01/  1.820 /  1.820 /  1.820 /
.E1   2.080 /  2.080 /  2.080 /  2.080 /  2.080 /  2.080 /  2.080 /  2.080 /
.E WDRF1 0827 C DC0827/QTDFZZZ/DID01/  6.200 /  6.200 /  6.200 /
.E1   6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.000 /
.E CVLG1 0827 C DC0827/QTDFZZZ/DID01/  0.310 /  0.310 /  0.310 /
.E1   0.310 /  0.310 /  0.310 /  0.310 /  0.310 /  0.310 /  0.310 /  0.310 /
.E CTSG1 0827 C DC0827/QTDFZZZ/DID01/  0.400 /  0.400 /  0.400 /
.E1   0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /
$$



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