Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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000
SRUS44 KBMX 301246
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0730 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  839.82/   0.00/  0.243/  0.597/     0/     0/   0.00:ALLATOONA
CMMG1 1068.18/   0.00/  2.905/  0.667/   348/    52/   0.00:BUFORD
CTRG1 1073.30/ 689.78/  0.154/ -3.776/  1624/     0/   0.00:CARTERS
CTSG1  689.78/   0.00/  0.000/  0.000/   563/     0/   M   :CARTERS REREG
WDRF1   76.47/  40.94/  6.976/  8.083/   548/    43/   0.75:WOODRUFF
FOGG1  187.87/ 101.80/  3.921/  0.200/   380/   160/   0.00:GEORGE
WETG1  634.26/ 557.90/  1.413/  0.643/   366/    45/   0.00:WEST POINT
.END
.B ALR 0730 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.40/  79.97/ -8.418/  0.000/   374/    82/   0.05:R F HENRY
MRFA1   80.42/  34.53/  5.679/  8.955/   562/    76/   0.05:MILLERS FERRY
.END
.B ALR 0730 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  839.83/   0.00/  0.360/  0.597/     0/ 0.000:ALLATOONA
CMMG1 1068.16/   0.00/  0.812/  1.558/   403/ 0.000:BUFORD
CTRG1 1072.90/ 691.31/  0.374/  0.865/  1462/ 2.116:CARTERS
CTSG1  691.31/   0.00/  0.000/  0.000/  1123/-1.251:CARTERS REREG
WDRF1   76.51/  40.99/  8.125/  8.494/   548/ 8.494:WOODRUFF
FOGG1  187.85/ 102.09/  2.078/  3.112/   429/ 2.721:GEORGE
WETG1  634.24/ 559.33/  1.598/  2.882/   380/ 2.870:WEST POINT
TYLA1  124.68/  81.82/  6.869/  6.869/   400/ 6.869:R F HENRY
MRFA1   80.12/  36.29/  6.600/  8.236/   605/ 8.236:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0730 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.40 /   M   ,NCRG1    2.75 /   0.00:CARTERSVILLE   NORCROSS
KGTG1    3.85 /   M   ,RTMG1    5.16 /   0.00:KINGSTON       ROME
RSCG1    2.94 /   0.00,VING1    3.18 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    1.41 /   M   :CARTERS (411)  REDBUD
ELIG1    1.65 /   0.02,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.81 /   0.21,DGAG1    0.93 /   0.00:CANTON         DAHLONEGA
DCNG1    0.99 /   0.12,TKRG1    1.07 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    3.16 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    0.89 /   M   ,MARG1    0.95 /   M   :SUWANEE        SOPE CR
LVNA1    1.40 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.20 /   M   ,BLOF1    3.13 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.55 /   M   ,RWLG1    4.01 /   M   :WHITESBURG     ROSWELL
WTPG1    2.27 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.77 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.36 /   0.00,CKLA1    1.23 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    5.15 /   M   ,RMBG1   11.46 /   M   :ROME 5TH       MAYOS BAR
LRYA1    1.95 /   M   ,ELRA1    8.13 /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    3.59 /   0.00:TIBBEE         ETON
SAYA1    2.49 /   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   11.39 /   M   ,BCKA1    2.49 /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    4.73 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    5.16 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0730 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.50 /   9.70 / 12 / 0.00 : CLAIBORNE
COLA1  102.04 /  76.36 /  0 / 0.00 : ANDREWS
.END
.B ALR 0730 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.03 /    2.73 /  0.00 :  1 @ 1.00  1 @ 1.50  0 @ 0.00  0 @ 0.00
DLDA1   73.80 /   33.17 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   96.09 /   74.22 /  0.29 :  4 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  124.35 /   96.84 /  0.27 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.70 /  124.20 /  1.02 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.92 /  186.71 /  0.16 :  5 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.44 /   73.63 /  0.08 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.43 /  109.36 /  0.23 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.43 /  136.64 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.50 /  163.40 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.54 /  190.61 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.56 /  220.49 /  0.04 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.44 /  245.48 /  0.00 :  1 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.35 /  270.39 /  0.00 :  3 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.40 /  300.41 /  0.00 :  1 @ 0.05  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.48 /  330.21 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0730 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.57 / 330.42 /  0.00 /       :    5     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 073015 TO 080915
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0730 C DC0730/QTDFZZZ/DID01/  1.480 /  1.480 /  0.710 /
.E1   1.480 /  1.480 /  1.480 /  1.480 /  1.480 /  1.480 /  1.480 /  1.480 /
.E WETG1 0730 C DC0730/QTDFZZZ/DID01/  3.470 /  3.470 /  0.610 /
.E1   0.610 /  2.750 /  2.750 /  2.750 /  2.750 /  2.750 /  2.750 /  2.750 /
.E FOGG1 0730 C DC0730/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 0730 C DC0730/QTDFZZZ/DID01/  7.000 /  6.500 /  6.000 /
.E1   6.000 /  6.000 /  6.000 /  6.000 /  6.000 /  6.500 /  6.500 /  6.500 /
.E CVLG1 0730 C DC0730/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 0730 C DC0730/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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