Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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154
SRUS44 KBMX 151419
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0915 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  837.15/   0.00/  0.017/  0.359/   128/     0/   0.00:ALLATOONA
CMMG1 1067.84/   0.00/ -0.340/  0.782/   236/     0/   0.00:BUFORD
CTRG1 1072.63/ 687.62/  1.019/  0.000/     0/     0/   1.00:CARTERS
CTSG1  687.62/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.80/  52.86/ 43.652/ 42.545/   697/    43/   0.00:WOODRUFF
FOGG1  189.41/ 106.85/ 24.421/ 17.917/  2249/   160/   0.00:GEORGE
WETG1  625.65/ 558.12/ -3.627/ 17.180/   540/    81/   0.75:WEST POINT
.END
.B ALR 0915 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.97/  83.85/  0.000/  0.000/   525/    61/   0.23:R F HENRY
MRFA1   80.34/  39.64/  0.000/  0.000/   727/    48/   0.20:MILLERS FERRY
.END
.B ALR 0915 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  837.16/   0.00/  0.158/  0.722/   142/ 0.000:ALLATOONA
CMMG1 1067.85/   0.00/  0.631/  1.004/   184/ 0.000:BUFORD
CTRG1 1072.52/ 687.72/  0.113/ -1.574/     0/ 0.000:CARTERS
CTSG1  687.72/   0.00/  0.000/  0.000/  1383/-1.574:CARTERS REREG
WDRF1   76.77/  52.96/ 29.031/ 30.293/   697/12.639:WOODRUFF
FOGG1  189.30/ 114.90/ 28.981/ 30.261/  3503/25.385:GEORGE
WETG1  626.15/ 565.21/  0.903/  6.828/   775/ 6.828:WEST POINT
TYLA1  124.36/  85.85/ 10.631/  8.433/   525/ 0.000:R F HENRY
MRFA1   80.27/  40.15/ 27.751/ 27.856/   433/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0915 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.85 /   M   ,NCRG1    2.20 /  -2.50:CARTERSVILLE   NORCROSS
KGTG1    4.17 /   M   ,RTMG1    3.99 /   0.00:KINGSTON       ROME
RSCG1    1.42 /  -0.01,VING1    2.98 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.64 /   M   :CARTERS (411)  REDBUD
ELIG1    1.37 /   0.01,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.37 /   0.07,DGAG1    0.90 /   0.04:CANTON         DAHLONEGA
DCNG1    0.41 /   0.04,TKRG1    0.89 /   0.01:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.13 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.83 /   M   ,MARG1    0.90 /   M   :SUWANEE        SOPE CR
LVNA1    1.82 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    6.35 /   M   ,BLOF1   13.52 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.01 /   M   ,RWLG1    2.64 /   M   :WHITESBURG     ROSWELL
WTPG1    9.52 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    2.56 /   0.00:WHITESBURG     CATOMA CR
MNJA1   12.18 /   0.00,CKLA1    2.56 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    3.98 /   M   ,RMBG1   10.42 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.12 /   0.00:TIBBEE         ETON
SAYA1    6.98 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   12.03 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   16.64 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    9.33 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0915 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.83 /  17.75 / 39 / 0.00 : CLAIBORNE
COLA1  102.30 /  91.28 /  0 / 0.00 : ANDREWS
.END
.B ALR 0915 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   32.92 /    3.97 /  0.00 :  1 @ 0.50  1 @ 1.00  1 @ 1.50  0 @ 0.00
DLDA1   74.66 /   34.99 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   96.10 /   76.45 /  0.10 :  5 @ 1.50  1 @ 2.00  0 @ 0.00  0 @ 0.00
TODA1  127.04 /  104.73 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.42 /  127.89 /  0.98 :  8 @ 2.00  3 @ 3.00  0 @ 0.00  0 @ 0.00
BLDA1  254.60 /  186.44 /  0.28 : 14 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.46 /   74.55 /  0.70 :  3 @ 0.00  2 @ 0.50  0 @ 0.00  0 @ 0.00
AVLA1  136.33 /  109.12 /  0.12 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.28 /  136.42 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.33 /  163.40 /  1.46 :  1 @ 0.10  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.52 /  190.41 /  0.25 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.65 /  220.69 /  0.46 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.40 /  245.40 /  1.10 :  1 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.46 /  270.30 /  1.50 :  3 @ 0.75  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.32 /  300.20 /  1.55 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.01 /  330.24 /  1.95 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0915 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  412.74 / 330.15 /  0.00 /       :    1     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 091524 TO 092524
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0915 C DC0915/QTDFZZZ/DID01/  1.040 /  1.040 /  1.040 /
.E1   1.040 /  1.040 /  1.040 /  1.040 /  1.040 /  1.040 /  1.040 /  1.040 /
.E WETG1 0915 C DC0915/QTDFZZZ/DID01/  3.930 /  3.260 /  2.600 /
.E1   2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /
.E FOGG1 0915 C DC0915/QTDFZZZ/DID01/  3.840 /  2.560 /  2.560 /
.E1   3.840 /  3.200 /  3.200 /  2.560 /  1.920 /  1.920 /  1.920 /  1.920 /
.E WDRF1 0915 C DC0915/QTDFZZZ/DID01/  7.900 /  7.500 /  7.000 /
.E1   6.600 /  6.200 /  5.800 /  5.500 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 0915 C DC0915/QTDFZZZ/DID01/  0.910 /  0.910 /  0.560 /
.E1   0.560 /  0.910 /  0.910 /  0.910 /  0.910 /  0.910 /  0.560 /  0.910 /
.E CTSG1 0915 C DC0915/QTDFZZZ/DID01/  0.250 /  0.250 /  0.250 /
.E1   0.250 /  0.250 /  0.400 /  0.400 /  0.400 /  0.400 /  0.250 /  0.250 /
$$