Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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858
SRUS44 KBMX 141249
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0914 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  837.26/   0.00/  0.361/  0.361/   134/     0/   0.00:ALLATOONA
CMMG1 1067.85/   0.00/ -1.518/  0.720/   172/     0/   0.00:BUFORD
CTRG1 1071.57/ 691.51/  0.848/  0.000/     0/     0/   0.00:CARTERS
CTSG1  691.51/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.88/  48.13/ 26.640/ 24.426/   710/    43/   0.40:WOODRUFF
FOGG1  189.47/ 112.10/ 30.482/ 17.475/  1770/   160/   0.00:GEORGE
WETG1  626.32/ 558.08/ -1.435/ 16.932/   767/    81/   0.00:WEST POINT
.END
.B ALR 0914 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  123.78/  83.82/  0.000/  0.000/   526/    61/   0.33:R F HENRY
MRFA1   80.83/  37.41/  0.000/  0.000/   438/    48/   0.40:MILLERS FERRY
.END
.B ALR 0914 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  837.26/   0.00/ -0.054/  0.906/   190/ 0.000:ALLATOONA
CMMG1 1067.87/   0.00/  0.442/  1.375/   285/ 0.000:BUFORD
CTRG1 1071.49/ 691.61/  0.259/  0.511/  1947/ 2.866:CARTERS
CTSG1  691.61/   0.00/  0.000/  0.000/  2085/-2.354:CARTERS REREG
WDRF1   76.84/  48.10/ 24.394/ 23.340/   710/12.445:WOODRUFF
FOGG1  189.36/ 112.40/ 27.806/ 16.080/  2299/15.870:GEORGE
WETG1  626.75/ 558.08/  0.031/  7.493/   863/ 7.493:WEST POINT
TYLA1  124.00/  83.02/  3.737/  9.264/   621/ 0.000:R F HENRY
MRFA1   80.40/  36.78/ 10.231/  9.933/   719/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0914 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.86 /   M   ,NCRG1    3.83 /   0.06:CARTERSVILLE   NORCROSS
KGTG1    5.47 /   M   ,RTMG1    4.32 /   0.00:KINGSTON       ROME
RSCG1    1.44 /   0.00,VING1    3.08 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.71 /   M   :CARTERS (411)  REDBUD
ELIG1    1.36 /   0.02,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.25 /   0.00,DGAG1    0.86 /   0.08:CANTON         DAHLONEGA
DCNG1    0.38 /   0.13,TKRG1    0.88 /   0.02:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.12 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.79 /   M   ,MARG1    0.90 /   M   :SUWANEE        SOPE CR
LVNA1    1.41 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    6.05 /   M   ,BLOF1   10.80 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.89 /   M   ,RWLG1    4.15 /   M   :WHITESBURG     ROSWELL
WTPG1    9.12 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    1.83 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.17 /   0.00,CKLA1    0.89 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.34 /   M   ,RMBG1   10.50 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.12 /   0.00:TIBBEE         ETON
SAYA1    2.90 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.01 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   14.71 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    6.96 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0914 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.95 /  11.82 / 24 / 0.00 : CLAIBORNE
COLA1  102.46 /  86.42 /  0 / 0.00 : ANDREWS
.END
.B ALR 0914 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   32.92 /    4.27 /  0.00 :  1 @ 0.50  1 @ 1.00  1 @ 1.50  0 @ 0.00
DLDA1   73.95 /   33.58 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1    0.00 /   96.00 / 11.00 :  0 @74.25  0 @ 5.00  0 @ 1.00  1 @ 0.00
TODA1  126.64 /  103.16 /  1.47 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.28 /  126.23 /  0.40 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.47 /  186.41 /  2.60 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.39 /   73.86 /  0.00 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.16 /  109.14 /  0.09 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.30 /  136.26 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.34 /  163.40 /  0.10 :  1 @ 0.30  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.07 /  190.45 /  0.15 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.04 /  220.24 /  0.56 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.50 /  245.00 /  0.25 :  4 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.46 /  270.50 /  1.00 :  3 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.80 /  300.24 /  0.50 :  1 @ 0.09  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  412.40 /  330.37 /  1.08 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0914 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  412.30 / 330.75 /  0.00 /       :    2     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 091424 TO 092424
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0914 C DC0914/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 0914 C DC0914/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 0914 C DC0914/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 0914 C DC0914/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 0914 C DC0914/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 0914 C DC0914/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 /
$$