Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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488
SRUS44 KBMX 171239
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0917 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  836.91/   0.00/  0.027/  0.357/   132/     0/   0.00:ALLATOONA
CMMG1 1067.70/   0.00/  0.720/  0.720/   273/     0/   0.00:BUFORD
CTRG1 1073.16/ 685.44/  0.000/  0.000/  2740/     0/   0.00:CARTERS
CTSG1  685.44/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.78/  50.13/ 18.084/ 24.728/   444/    43/   0.00:WOODRUFF
FOGG1  189.01/ 103.32/  0.308/ 13.315/  1575/   160/   0.00:GEORGE
WETG1  625.52/ 557.77/  0.735/  0.735/   150/    81/   0.00:WEST POINT
.END
.B ALR 0917 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.02/  80.28/  0.000/  0.000/   346/    61/   0.00:R F HENRY
MRFA1   80.92/  35.70/  0.000/  0.000/   513/    52/   0.00:MILLERS FERRY
.END
.B ALR 0917 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  836.92/   0.00/ -0.067/  0.713/   143/ 0.000:ALLATOONA
CMMG1 1067.70/   0.00/ -1.506/  1.293/   252/ 0.000:BUFORD
CTRG1 1072.34/ 688.61/  0.000/  0.000/     0/ 0.000:CARTERS
CTSG1  688.61/   0.00/  0.000/  0.000/     0/ 0.000:CARTERS REREG
WDRF1   76.85/  50.63/ 25.511/ 26.957/   444/10.156:WOODRUFF
FOGG1  189.09/ 102.63/  8.370/ 12.055/  1707/11.845:GEORGE
WETG1  625.51/ 557.77/  0.894/  2.802/   317/ 2.802:WEST POINT
TYLA1  124.83/  83.76/  6.588/  9.592/   548/ 0.000:R F HENRY
MRFA1   80.17/  37.09/ 16.167/ 15.996/  1021/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0917 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.00 /   M   ,NCRG1    3.58 /   2.22:CARTERSVILLE   NORCROSS
KGTG1    5.22 /   M   ,RTMG1    3.99 /   0.00:KINGSTON       ROME
RSCG1    1.42 /   0.02,VING1    2.95 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.78 /   M   :CARTERS (411)  REDBUD
ELIG1    1.35 /  -0.01,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.29 /  -0.05,DGAG1    0.83 /  -0.02:CANTON         DAHLONEGA
DCNG1    0.24 /  -0.07,TKRG1    0.87 /  -0.01:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.14 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.83 /   M   ,MARG1    0.84 /   M   :SUWANEE        SOPE CR
LVNA1    1.76 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    7.99 /   M   ,BLOF1   13.73 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.86 /   M   ,RWLG1    4.02 /   M   :WHITESBURG     ROSWELL
WTPG1    2.25 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    2.25 /   0.00:WHITESBURG     CATOMA CR
MNJA1   11.24 /   0.00,CKLA1    6.60 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    3.96 /   M   ,RMBG1   10.49 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.10 /   0.00:TIBBEE         ETON
SAYA1    3.77 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.50 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   15.38 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1   11.62 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0917 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.48 /  12.57 /  2 / 0.00 : CLAIBORNE
COLA1  102.44 /  81.24 /  0 / 0.00 : ANDREWS
.END
.B ALR 0917 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.07 /   13.75 /  0.72 :  4 @ 2.00  4 @ 3.00  0 @ 0.00  0 @ 0.00
DLDA1   75.52 /   40.74 /  0.72 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.93 /   77.35 /  1.89 :  2 @ 1.00  4 @ 1.50  0 @ 0.00  0 @ 0.00
TODA1  124.96 /  102.23 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  185.94 /  124.71 /  0.00 :  3 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.66 /  185.95 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.42 /   75.30 /  0.00 :  4 @ 0.00  1 @ 0.50  0 @ 0.00  0 @ 0.00
AVLA1  136.33 /  109.54 /  0.00 :  1 @ 0.25  1 @ 1.00  0 @ 0.00  0 @ 0.00
CBUM6  163.18 /  136.64 /  0.02 :  3 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.45 /  163.40 /  0.00 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.52 /  190.59 /  0.00 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.70 /  220.67 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.34 /  245.43 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.44 /  270.33 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.13 /  300.23 /  0.10 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.02 /  330.05 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0917 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.04 / 330.03 /  0.00 /       :    0     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 091724 TO 092724
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0917 C DC0917/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 0917 C DC0917/QTDFZZZ/DID01/  3.260 /  2.600 /  2.600 /
.E1   2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /
.E FOGG1 0917 C DC0917/QTDFZZZ/DID01/  2.560 /  2.560 /  3.840 /
.E1   3.200 /  3.200 /  2.560 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /
.E WDRF1 0917 C DC0917/QTDFZZZ/DID01/  7.500 /  7.000 /  6.600 /
.E1   6.200 /  5.800 /  5.500 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 0917 C DC0917/QTDFZZZ/DID01/  0.910 /  0.910 /  0.910 /
.E1   0.910 /  0.560 /  0.560 /  0.910 /  0.910 /  0.910 /  0.910 /  0.910 /
.E CTSG1 0917 C DC0917/QTDFZZZ/DID01/  0.250 /  0.250 /  0.250 /
.E1   0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /
$$