Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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694
SRUS44 KBMX 071310
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1007 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  834.86/   0.00/  0.361/  0.361/   172/     0/   0.00:ALLATOONA
CMMG1 1067.40/   0.00/  0.720/  0.720/   516/     0/   0.00:BUFORD
CTRG1 1072.16/ 688.31/ -1.337/ -7.565/  3520/     0/   0.00:CARTERS
CTSG1  688.31/   0.00/  0.000/  0.000/  1115/     0/   M   :CARTERS REREG
WDRF1   76.56/  39.25/ 12.851/  6.201/   356/    28/   0.03:WOODRUFF
FOGG1  189.21/ 101.84/  4.102/  0.200/   559/   160/   0.00:GEORGE
WETG1  624.95/ 557.69/  1.845/  0.740/   228/    81/   0.00:WEST POINT
.END
.B ALR 1007 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.69/  80.32/  0.000/  0.000/   282/    81/   0.00:R F HENRY
MRFA1   80.37/  34.73/  0.000/  0.000/   402/    70/   0.03:MILLERS FERRY
.END
.B ALR 1007 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  834.86/   0.00/  0.258/  0.363/    53/ 0.000:ALLATOONA
CMMG1 1067.40/   0.00/  0.563/  1.682/   354/ 0.000:BUFORD
CTRG1 1071.52/ 691.15/  0.018/  5.115/  3535/ 5.115:CARTERS
CTSG1  691.15/   0.00/  0.000/  0.000/     0/ 0.000:CARTERS REREG
WDRF1   76.50/  39.33/  6.287/  6.471/   356/ 6.471:WOODRUFF
FOGG1  189.20/ 101.87/  2.565/  3.866/   569/ 3.666:GEORGE
WETG1  624.92/ 557.69/  1.886/  2.419/   246/ 2.419:WEST POINT
TYLA1  124.58/  80.70/  4.900/  4.717/   255/ 0.000:R F HENRY
MRFA1   80.35/  35.34/  4.167/  3.975/   282/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1007 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.85 /   M   ,NCRG1    4.28 /   1.30:CARTERSVILLE   NORCROSS
KGTG1    3.49 /   M   ,RTMG1    5.28 /   0.00:KINGSTON       ROME
RSCG1    2.53 /  -0.10,VING1    3.23 /   0.00:RESACA         VININGS
CATG1    5.00 /   M   ,RDBG1    1.02 /   M   :CARTERS (411)  REDBUD
ELIG1    1.46 /   0.01,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.46 /   0.00,DGAG1    0.95 /  -0.03:CANTON         DAHLONEGA
DCNG1    0.52 /   0.02,TKRG1    0.91 /   0.02:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.36 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.32 /   M   ,MARG1    0.91 /   M   :SUWANEE        SOPE CR
LVNA1    0.87 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.38 /   M   ,BLOF1    2.01 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.02 /   M   ,RWLG1    4.66 /   M   :WHITESBURG     ROSWELL
WTPG1    2.25 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    1.44 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.54 /   0.00,CKLA1    0.24 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    5.28 /   M   ,RMBG1   11.08 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.42 /   0.00:TIBBEE         ETON
SAYA1    2.35 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1    M    /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   13.39 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    2.87 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1007 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.76 /   6.21 /  1 / 0.00 : CLAIBORNE
COLA1  102.32 /  77.19 /  0 / 0.00 : ANDREWS
.END
.B ALR 1007 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.22 /    2.67 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.54 /   33.15 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.54 /   73.63 /  0.14 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.44 /   95.51 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.42 /  123.27 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.58 /  186.31 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.47 /   73.65 /  0.10 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.25 /  109.31 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.51 /  136.44 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.44 /  163.61 /  0.18 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.55 /  190.28 /  0.15 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.55 / ******* /  0.14 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.32 /  245.55 /  0.47 :  1 @ 0.12  1 @ 0.25  0 @ 0.00  0 @ 0.00
LKDM6  300.29 /  270.43 /  0.20 :  3 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.14 /  300.11 /  0.12 :  1 @ 0.07  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  413.60 /  330.36 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1007 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  411.79 / 330.81 /  0.00 /       :    0     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 100725 TO 101725
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1007 C DC1007/QTDFZZZ/DID01/  2.700 /  1.790 /  1.790 /
.E1   1.790 /  1.790 /  2.090 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /
.E WETG1 1007 C DC1007/QTDFZZZ/DID01/  1.590 /  1.590 /  1.590 /
.E1   1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /
.E FOGG1 1007 C DC1007/QTDFZZZ/DID01/  2.400 /  1.920 /  1.920 /
.E1   1.920 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /
.E WDRF1 1007 C DC1007/QTDFZZZ/DID01/  6.000 /  5.500 /  5.100 /
.E1   5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 1007 C DC1007/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 1007 C DC1007/QTDFZZZ/DID01/  0.300 /  0.300 /  0.300 /
.E1   0.300 /  0.300 /  0.300 /  0.300 /  0.300 /  0.300 /  0.300 /  0.300 /
$$