Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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000
SRUS44 KBMX 041246
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0804 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  839.54/   0.00/  0.243/  0.597/     0/     0/   0.00:ALLATOONA
CMMG1 1067.90/   0.00/  0.669/  0.669/   348/    52/   0.00:BUFORD
CTRG1 1073.80/ 687.10/  0.418/ -7.460/  2784/     0/   0.00:CARTERS
CTSG1  687.10/   0.00/  0.000/  0.000/  1110/     0/   M   :CARTERS REREG
WDRF1   76.20/  40.21/  7.854/  6.746/   416/    43/   0.00:WOODRUFF
FOGG1  187.97/ 101.67/ -1.020/  0.220/   393/   160/   0.00:GEORGE
WETG1  634.01/ 557.83/  1.410/  0.640/   396/    45/   0.00:WEST POINT
.END
.B ALR 0804 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1    0.00/   0.00/  0.342/  0.000/   346/    82/   0.00:R F HENRY
MRFA1    0.00/   0.00/  5.046/  0.000/   500/    76/   0.00:MILLERS FERRY
.END
.B ALR 0804 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  839.55/   0.00/  0.183/  0.597/     0/ 0.000:ALLATOONA
CMMG1 1067.90/   0.00/  0.668/  1.974/   381/ 0.000:BUFORD
CTRG1 1073.00/ 690.20/  0.037/  2.670/  2304/ 3.300:CARTERS
CTSG1  690.20/   0.00/  0.000/  0.000/   570/-0.631:CARTERS REREG
WDRF1   76.23/  40.26/  6.458/  7.196/   416/ 7.196:WOODRUFF
FOGG1  188.00/ 101.51/  2.282/  2.489/   353/ 2.269:GEORGE
WETG1  634.00/ 557.93/  0.979/  2.889/   382/ 2.889:WEST POINT
TYLA1  123.85/  79.57/  6.419/  5.733/   359/ 5.733:R F HENRY
MRFA1   79.23/  34.35/  9.313/  6.828/   496/ 6.828:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0804 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.37 /   M   ,NCRG1    3.16 /   0.00:CARTERSVILLE   NORCROSS
KGTG1    3.84 /   M   ,RTMG1    4.49 /   0.00:KINGSTON       ROME
RSCG1    2.41 /   0.00,VING1    2.88 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    1.39 /   M   :CARTERS (411)  REDBUD
ELIG1    1.54 /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.56 /  -1.76,DGAG1    0.78 /   0.00:CANTON         DAHLONEGA
DCNG1    0.50 /   0.00,TKRG1    0.99 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.71 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    0.76 /   M   ,MARG1    0.92 /   M   :SUWANEE        SOPE CR
LVNA1    1.29 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.17 /   M   ,BLOF1    2.54 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.88 /   M   ,RWLG1    4.08 /   M   :WHITESBURG     ROSWELL
WTPG1    2.25 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.51 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.05 /   0.00,CKLA1    1.01 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.53 /   M   ,RMBG1   11.15 /   M   :ROME 5TH       MAYOS BAR
LRYA1    2.10 /   M   ,ELRA1    8.13 /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    3.04 /   0.00:TIBBEE         ETON
SAYA1    2.36 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6   10.97 /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    6.40 /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   10.76 /   M   ,BCKA1    2.50 /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    5.14 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    4.93 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0804 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.50 /   7.90 /  6 / 0.00 : CLAIBORNE
COLA1  101.95 /  76.09 /  0 / 0.00 : ANDREWS
.END
.B ALR 0804 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.18 /    2.11 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.88 /   33.31 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.91 /   73.90 /  0.00 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.69 /   96.04 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.50 /  123.60 /  0.00 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.68 /  186.49 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.54 /   73.69 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.40 /  109.31 /  0.00 :  1 @ 0.75  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.23 /  136.89 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.50 /  163.30 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.65 /  190.52 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.44 /  220.55 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.29 /  245.40 /  0.00 :  1 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.28 /  270.26 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.17 /  300.19 /  0.00 :  1 @ 0.07  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.59 /  330.05 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0804 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.63 / 330.18 /  0.00 /       :    8     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 080415 TO 081415
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0804 C DC0804/QTDFZZZ/DID01/  1.480 /  1.480 /  1.480 /
.E1   1.480 /  1.480 /  0.710 /  1.480 /  1.480 /  1.480 /  1.480 /  1.480 /
.E WETG1 0804 C DC0804/QTDFZZZ/DID01/  2.750 /  2.750 /  2.750 /
.E1   2.750 /  0.610 /  0.610 /  2.750 /  2.750 /  2.750 /  2.750 /  2.750 /
.E FOGG1 0804 C DC0804/QTDFZZZ/DID01/  2.240 /  2.240 /  2.240 /
.E1   2.240 /  2.240 /  2.240 /  2.240 /  2.240 /  2.240 /  2.240 /  2.240 /
.E WDRF1 0804 C DC0804/QTDFZZZ/DID01/  7.000 /  7.000 /  7.000 /
.E1   7.000 /  7.000 /  7.000 /  7.000 /  7.000 /  7.000 /  7.000 /  7.000 /
.E CVLG1 0804 C DC0804/QTDFZZZ/DID01/  0.700 /  0.700 /  0.700 /
.E1   0.700 /  0.700 /  0.700 /  0.700 /  0.700 /  0.700 /  0.700 /  0.700 /
.E CTSG1 0804 C DC0804/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 /
$$





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