Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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633
SRUS44 KBMX 081309
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0708 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  839.92/   0.00/  0.707/  0.353/    48/     0/   0.00:ALLATOONA
CMMG1 1070.43/   0.00/ -1.465/  0.845/   276/     0/   0.00:BUFORD
CTRG1 1075.72/ 681.66/  0.352/  0.000/  3126/     0/   0.00:CARTERS
CTSG1  681.66/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.61/  40.79/  0.621/  8.372/   545/    28/   0.00:WOODRUFF
FOGG1  189.07/ 102.01/ -3.692/  0.210/   159/   160/   0.01:GEORGE
WETG1  634.84/ 557.78/  3.679/  0.598/   156/    81/   0.04:WEST POINT
.END
.B ALR 0708 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.70/  80.87/  0.000/  0.000/   200/    82/   0.00:R F HENRY
MRFA1   80.57/  34.85/  0.000/  0.000/   321/    72/   0.07:MILLERS FERRY
.END
.B ALR 0708 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  839.91/   0.00/  0.474/  0.356/    54/ 0.000:ALLATOONA
CMMG1 1070.45/   0.00/  4.846/  0.994/   242/ 0.000:BUFORD
CTRG1 1075.69/ 681.79/  0.650/ -1.818/     0/ 0.000:CARTERS
CTSG1  681.79/   0.00/  0.000/  0.000/  1642/-1.818:CARTERS REREG
WDRF1   76.68/  40.84/  7.273/  8.564/   545/ 8.564:WOODRUFF
FOGG1  189.08/ 101.93/  2.777/  1.259/   163/ 1.049:GEORGE
WETG1  634.79/ 557.78/  3.173/  1.247/   164/ 1.247:WEST POINT
TYLA1  125.40/  80.47/  7.326/  4.967/   233/ 0.000:R F HENRY
MRFA1   80.72/  35.63/  5.547/  4.892/   345/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0708 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.04 /   M   ,NCRG1    4.32 /   0.83:CARTERSVILLE   NORCROSS
KGTG1    3.32 /   M   ,RTMG1    5.09 /   0.00:KINGSTON       ROME
RSCG1    2.48 /  -0.18,VING1    3.47 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    1.38 /   M   :CARTERS (411)  REDBUD
ELIG1    1.75 /   0.01,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    2.58 /   0.51,DGAG1    1.81 /   0.83:CANTON         DAHLONEGA
DCNG1    1.94 /   1.34,TKRG1    1.21 /   0.03:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.74 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    1.41 /   M   ,MARG1    1.45 /   M   :SUWANEE        SOPE CR
LVNA1    1.91 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.54 /   M   ,BLOF1    3.49 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.47 /   M   ,RWLG1    3.37 /   M   :WHITESBURG     ROSWELL
WTPG1    2.37 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    2.78 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.38 /   0.00,CKLA1    3.42 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    5.08 /   M   ,RMBG1   10.95 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.32 /   0.00:TIBBEE         ETON
SAYA1    3.04 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   12.38 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   17.58 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    5.40 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0708 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.32 /   7.85 /  2 / 0.00 : CLAIBORNE
COLA1  102.33 /  77.77 /  0 / 0.00 : ANDREWS
.END
.B ALR 0708 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.20 /    4.15 /  0.20 :  1 @ 1.00  1 @ 1.50  0 @ 0.00  0 @ 0.00
DLDA1   73.78 /   33.35 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.79 /   73.93 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.56 /   95.85 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.71 /  123.43 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.90 /  186.74 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.52 /   73.20 /  0.00 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.44 /  109.41 /  0.00 :  1 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.35 /  136.37 /  0.00 :  1 @ 0.30  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.31 /  163.41 /  0.00 :  1 @ 0.10  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.70 /  190.55 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.45 /  220.80 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.35 /  245.21 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.39 /  270.24 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.12 /  300.24 /  0.00 :  1 @ 0.07  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  414.37 /  330.17 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0708 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  414.32 / 330.05 /  0.00 /       :    5     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 070824 TO 071824
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0708 C DC0708/QTDFZZZ/DID01/  1.040 /  1.040 /  0.850 /
.E1   0.850 /  0.850 /  0.850 /  0.850 /  0.850 /  0.850 /  0.850 /  0.850 /
.E WETG1 0708 C DC0708/QTDFZZZ/DID01/  1.280 /  1.280 /  1.280 /
.E1   1.280 /  1.280 /  1.280 /  1.280 /  1.280 /  1.280 /  1.280 /  1.280 /
.E FOGG1 0708 C DC0708/QTDFZZZ/DID01/  1.280 /  2.560 /  2.560 /
.E1   2.560 /  2.560 /  2.560 /  1.280 /  1.280 /  1.280 /  1.280 /  1.280 /
.E WDRF1 0708 C DC0708/QTDFZZZ/DID01/  8.300 /  7.900 /  7.400 /
.E1   7.000 /  6.600 /  6.600 /  6.400 /  6.200 /  6.200 /  6.200 /  6.200 /
.E CVLG1 0708 C DC0708/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 0708 C DC0708/QTDFZZZ/DID01/  0.475 /  0.475 /  0.400 /
.E1   0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /  0.400 /
$$