Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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833
SRUS44 KBMX 081249
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0508 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  841.55/   0.00/  1.842/  0.354/   428/     0/   0.00:ALLATOONA
CMMG1 1071.03/   0.00/  0.655/  0.655/   378/     0/   0.00:BUFORD
CTRG1 1073.82/ 683.86/  0.249/ -3.658/  3100/     0/  -2.00:CARTERS
CTSG1  683.86/   0.00/  0.000/  0.000/   550/     0/   M   :CARTERS REREG
WDRF1   76.79/  43.67/ 20.996/ 14.353/     5/    43/   0.00:WOODRUFF
FOGG1  188.24/ 102.05/  9.922/  0.000/   639/   160/   0.00:GEORGE
WETG1  632.59/ 557.90/  3.510/  0.618/   150/    81/   0.00:WEST POINT
.END
.B ALR 0508 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.33/  83.50/  0.000/  0.000/   774/    82/   0.00:R F HENRY
MRFA1   80.19/  37.56/  0.000/  0.000/   907/    52/   0.00:MILLERS FERRY
.END
.B ALR 0508 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  841.51/   0.00/  1.291/  1.724/   425/ 0.000:ALLATOONA
CMMG1 1071.03/   0.00/  1.479/  1.479/   382/ 0.000:BUFORD
CTRG1 1073.42/ 685.72/  0.477/  3.274/  2283/ 3.274:CARTERS
CTSG1  685.72/   0.00/  0.000/  0.000/     0/ 0.000:CARTERS REREG
WDRF1   76.75/  43.67/ 10.776/ 14.283/     5/ 1.895:WOODRUFF
FOGG1  188.14/ 102.15/  5.731/  3.250/   491/ 3.250:GEORGE
WETG1  632.53/ 557.92/  5.373/  3.807/   473/ 3.807:WEST POINT
TYLA1  125.36/  84.46/ 17.311/ 17.442/  1024/ 0.000:R F HENRY
MRFA1   80.18/  37.34/ 16.182/ 15.996/  1152/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0508 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.19 /   M   ,NCRG1    4.31 /   1.65:CARTERSVILLE   NORCROSS
KGTG1    7.80 /   M   ,RTMG1   10.23 /   0.00:KINGSTON       ROME
RSCG1    6.10 /  -1.12,VING1    3.27 /   0.00:RESACA         VININGS
CATG1    6.00 /   M   ,RDBG1    3.80 /   M   :CARTERS (411)  REDBUD
ELIG1    1.88 /  -0.04,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    2.98 /  -0.21,DGAG1    1.46 /  -0.06:CANTON         DAHLONEGA
DCNG1    1.24 /  -0.12,TKRG1    1.62 /  -0.09:DUNCAN BRIDGE  TALKING ROCK
TLNG1    3.64 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    4.54 /   M   ,MARG1    1.44 /   M   :SUWANEE        SOPE CR
LVNA1    2.04 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    6.87 /   M   ,BLOF1    6.86 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    4.24 /   M   ,RWLG1    4.64 /   M   :WHITESBURG     ROSWELL
WTPG1    2.65 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.77 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.93 /   0.00,CKLA1    1.66 /   0.00:MARION JCT.    CENTREVILLE
RMEG1   10.17 /   M   ,RMBG1   13.22 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    3.30 /   0.00:TIBBEE         ETON
SAYA1    3.53 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   13.00 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   14.34 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    4.24 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0508 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.68 /  14.16 / 28 / 0.00 : CLAIBORNE
COLA1  102.21 /  77.56 /  0 / 0.00 : ANDREWS
.END
.B ALR 0508 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.05 /    6.87 /  0.00 :  5 @ 0.50  1 @ 1.00  1 @ 1.50  0 @ 0.00
DLDA1   74.73 /   36.15 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   96.07 /   74.69 /  0.07 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.75 /   96.63 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.73 /  123.69 /  0.02 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.72 /  186.82 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.50 /   75.70 /  0.00 :  3 @ 0.00  2 @ 0.50  0 @ 0.00  0 @ 0.00
AVLA1  136.35 /  109.68 /  0.00 :  2 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.57 /  136.64 /  0.00 :  4 @ 0.50  1 @ 1.00  0 @ 0.00  0 @ 0.00
ABEM6  190.47 /  163.88 /  0.00 :  3 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.65 /  190.62 /  0.00 :  3 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.51 /  220.62 /  0.00 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.48 /  245.21 /  0.00 :  1 @ 0.12  1 @ 0.25  0 @ 0.00  0 @ 0.00
LKDM6  300.32 /  270.36 /  0.00 :  3 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.13 /  300.19 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.14 /  330.04 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0508 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.00 / 330.04 /  0.00 /       :    3     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 050824 TO 051824
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0508 C DC0508/QTDFZZZ/DID01/  1.640 /  1.640 /  1.640 /
.E1   1.640 /  1.640 /  1.640 /  1.640 /  1.640 /  1.640 /  1.640 /  1.640 /
.E WETG1 0508 C DC0508/QTDFZZZ/DID01/  1.280 /  0.940 /  0.940 /
.E1   0.940 /  0.940 /  0.940 /  0.940 /  0.940 /  0.940 /  0.940 /  0.940 /
.E FOGG1 0508 C DC0508/QTDFZZZ/DID01/  4.620 /  4.620 /  3.470 /
.E1   3.470 /  1.730 /  1.730 /  1.730 /  1.730 /  1.730 /  1.730 /  1.730 /
.E WDRF1 0508 C DC0508/QTDFZZZ/DID01/  14.000 /  13.500 /  13.000 /
.E1   10.000 /  9.700 /  9.500 /  9.000 /  8.500 /  8.500 /  8.500 /  8.500 /
.E CVLG1 0508 C DC0508/QTDFZZZ/DID01/  2.240 /  2.240 /  2.240 /
.E1   0.560 /  0.560 /  1.900 /  1.900 /  1.900 /  1.900 /  1.900 /  0.560 /
.E CTSG1 0508 C DC0508/QTDFZZZ/DID01/  1.000 /  1.000 /  1.000 /
.E1   1.000 /  1.000 /  1.000 /  1.000 /  1.000 /  1.000 /  1.000 /  1.000 /
$$