Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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685
SRUS44 KBMX 161319
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0916 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  837.04/   0.00/ -0.231/  0.447/   136/     0/   0.00:ALLATOONA
CMMG1 1067.83/   0.00/ -1.456/  0.782/   236/     0/   0.00:BUFORD
CTRG1 1074.12/ 680.47/  0.170/ -3.590/  2250/     0/   0.00:CARTERS
CTSG1  680.47/   0.00/  0.000/  0.000/   551/     0/   M   :CARTERS REREG
WDRF1   77.05/  49.80/ 37.516/ 23.866/   473/    43/   0.00:WOODRUFF
FOGG1  189.12/ 112.83/  8.917/ 27.128/  1609/   160/   0.52:GEORGE
WETG1  625.73/ 557.77/  1.970/  0.825/   462/    81/   0.02:WEST POINT
.END
.B ALR 0916 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.21/  83.18/  0.000/  0.000/   572/    60/   0.15:R F HENRY
MRFA1   80.29/  37.29/  0.000/  0.000/   772/    52/   0.00:MILLERS FERRY
.END
.B ALR 0916 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  837.06/   0.00/  0.110/  0.675/   133/ 0.000:ALLATOONA
CMMG1 1067.85/   0.00/  1.282/  1.282/   250/ 0.000:BUFORD
CTRG1 1073.73/ 682.53/  0.146/ -1.836/     0/ 0.000:CARTERS
CTSG1  682.53/   0.00/  0.000/  0.000/  1665/-1.836:CARTERS REREG
WDRF1   76.93/  50.63/ 36.577/ 33.624/   473/10.335:WOODRUFF
FOGG1  189.26/ 111.60/ 18.530/ 19.397/  2787/19.187:GEORGE
WETG1  625.71/ 561.67/  0.617/  4.848/   549/ 4.848:WEST POINT
TYLA1  125.30/  85.68/ 15.978/ 10.104/   648/ 0.000:R F HENRY
MRFA1   79.94/  37.80/ 22.563/ 22.820/  1168/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0916 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.84 /   M   ,NCRG1    3.16 /   0.16:CARTERSVILLE   NORCROSS
KGTG1    3.43 /   M   ,RTMG1    3.89 /   0.00:KINGSTON       ROME
RSCG1    1.40 /   0.01,VING1    2.96 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.71 /   M   :CARTERS (411)  REDBUD
ELIG1    1.36 /  -0.01,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.37 /   0.01,DGAG1    0.85 /  -0.05:CANTON         DAHLONEGA
DCNG1    0.32 /  -0.09,TKRG1    0.89 /  -0.02:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.17 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.83 /   M   ,MARG1    0.87 /   M   :SUWANEE        SOPE CR
LVNA1    1.67 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    6.11 /   M   ,BLOF1   13.62 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.90 /   M   ,RWLG1    2.85 /   M   :WHITESBURG     ROSWELL
WTPG1    2.44 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    2.33 /   0.00:WHITESBURG     CATOMA CR
MNJA1    9.76 /   0.00,CKLA1    6.70 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    3.87 /   M   ,RMBG1   10.32 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.11 /   0.00:TIBBEE         ETON
SAYA1    4.99 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.85 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   15.53 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1   10.01 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0916 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.57 /  15.95 / 36 / 0.00 : CLAIBORNE
COLA1  102.93 /  88.93 /  0 / 0.00 : ANDREWS
.END
.B ALR 0916 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.22 /    7.22 /  2.35 :  4 @ 0.50  2 @ 1.00  1 @ 1.50  1 @ 2.00
DLDA1   75.99 /   40.08 /  0.60 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   96.09 /   80.67 /  0.05 :  6 @ 3.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  125.74 /  105.79 /  0.34 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.66 /  126.48 /  0.10 :  5 @ 1.00  6 @ 2.00  0 @ 0.00  0 @ 0.00
BLDA1  254.19 /  186.63 /  0.41 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.34 /   76.71 /  0.18 :  1 @ 0.00  4 @ 1.00  0 @ 0.00  0 @ 0.00
AVLA1  136.20 /  110.09 /  1.80 :  4 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.37 /  137.41 /  0.30 :  5 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.30 /  164.04 /  2.46 :  4 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.61 /  190.42 /  0.80 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.50 /  220.79 /  0.37 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.32 /  245.18 /  0.65 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.42 /  270.30 /  1.50 :  2 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.05 /  300.22 /  0.53 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.32 /  329.97 /  0.40 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0916 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  413.54 / 329.99 /  0.00 /       :    0     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 091624 TO 092624
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0916 C DC0916/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 0916 C DC0916/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 0916 C DC0916/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 0916 C DC0916/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 0916 C DC0916/QTDFZZZ/DID01/  0.910 /  0.560 /  0.560 /
.E1   0.910 /  0.910 /  0.910 /  0.910 /  0.910 /  0.560 /  0.910 /  0.910 /
.E CTSG1 0916 C DC0916/QTDFZZZ/DID01/  0.250 /  0.250 /  0.250 /
.E1   0.250 /  0.400 /  0.400 /  0.400 /  0.400 /  0.250 /  0.250 /  0.250 /
$$