Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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208
SRUS44 KBMX 171249
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0717 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  839.70/   0.00/  0.003/  0.357/    48/     0/   0.00:ALLATOONA
CMMG1 1070.13/   0.00/ -1.651/  0.659/   274/     0/  -9.00:BUFORD
CTRG1 1072.11/ 691.89/  0.545/ -7.698/  3020/     0/  -1.00:CARTERS
CTSG1  691.89/   0.00/  0.000/  0.000/  1124/     0/   M   :CARTERS REREG
WDRF1   76.81/  40.93/  6.447/  8.661/   580/    28/   0.00:WOODRUFF
FOGG1  188.81/ 102.06/ -4.932/  0.210/   479/   160/   0.03:GEORGE
WETG1  634.85/ 557.77/  1.368/  0.598/   150/    81/   0.00:WEST POINT
.END
.B ALR 0717 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.66/  80.51/  0.000/  0.000/   359/    82/   0.00:R F HENRY
MRFA1   80.43/  34.79/  0.000/  0.000/   440/    72/   1.39:MILLERS FERRY
.END
.B ALR 0717 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  839.71/   0.00/  0.295/  0.354/    53/ 0.000:ALLATOONA
CMMG1 1070.15/   0.00/  0.293/  1.062/   273/ 0.000:BUFORD
CTRG1 1071.26/ 694.69/  0.469/  1.532/  3788/ 5.618:CARTERS
CTSG1  694.69/   0.00/  0.000/  0.000/  3780/ 4.086:CARTERS REREG
WDRF1   76.85/  40.95/ 10.968/  9.122/   580/ 9.122:WOODRUFF
FOGG1  188.82/ 102.07/  3.725/  3.473/   489/ 3.263:GEORGE
WETG1  634.84/ 557.77/  1.488/  1.231/   161/ 1.231:WEST POINT
TYLA1  124.55/  80.49/  5.746/  4.975/   356/ 0.000:R F HENRY
MRFA1   80.40/  35.87/  6.625/  6.675/   407/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0717 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.90 /   M   ,NCRG1    2.54 /   0.02:CARTERSVILLE   NORCROSS
KGTG1    3.52 /   M   ,RTMG1    4.68 /   0.00:KINGSTON       ROME
RSCG1    2.04 /   0.07,VING1    2.89 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    1.14 /   M   :CARTERS (411)  REDBUD
ELIG1    1.59 /  -0.02,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.71 /   0.06,DGAG1    1.23 /   0.03:CANTON         DAHLONEGA
DCNG1    0.56 /  -0.05,TKRG1    1.17 /  -0.13:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.38 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    1.66 /   M   ,MARG1    1.00 /   M   :SUWANEE        SOPE CR
LVNA1    1.31 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.41 /   M   ,BLOF1    3.70 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.17 /   M   ,RWLG1    3.61 /   M   :WHITESBURG     ROSWELL
WTPG1    2.32 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.76 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.08 /   0.00,CKLA1    0.68 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.67 /   M   ,RMBG1   11.03 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.16 /   0.00:TIBBEE         ETON
SAYA1    2.52 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.41 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   16.65 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    3.41 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0717 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.26 /   7.99 /  2 / 0.00 : CLAIBORNE
COLA1  102.30 /  77.77 /  0 / 0.00 : ANDREWS
.END
.B ALR 0717 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.37 /    1.47 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.61 /   33.18 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.85 /   73.68 /  0.05 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.15 /   95.82 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.54 /  125.04 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.97 /  186.85 /  0.14 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.40 /   72.90 /  0.55 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.41 /  109.26 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.44 /  136.37 /  0.00 :  1 @ 0.15  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.63 /  163.45 /  0.10 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.55 /  190.60 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.45 /  220.53 /  0.16 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.23 /  245.23 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.45 /  270.14 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.23 /  300.29 /  0.13 :  1 @ 0.07  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.30 /  330.07 /  0.03 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0717 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.21 / 330.05 /  0.00 /       :    4     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 071724 TO 072724
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0717 C DC0717/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 0717 C DC0717/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 0717 C DC0717/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 0717 C DC0717/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 0717 C DC0717/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 0717 C DC0717/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 /
$$