Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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000
SRUS44 KBMX 231259
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1023 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  836.03/   0.00/ -0.007/  0.989/    48/     0/   0.00:ALLATOONA
CMMG1 1065.06/   0.00/  1.770/  0.684/   224/     0/   0.00:BUFORD
CTRG1 1073.30/ 683.47/  0.984/  0.000/  2640/     0/   0.00:CARTERS
CTSG1  683.47/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.66/  40.83/ 19.371/  8.299/   569/    43/   0.19:WOODRUFF
FOGG1  187.72/ 102.03/  8.862/  0.180/   799/   160/   0.12:GEORGE
WETG1  629.53/ 557.76/  3.313/  0.690/   448/    50/   0.06:WEST POINT
.END
.B ALR 1023 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.46/  87.08/  0.000/  0.000/  1296/    61/   0.00:R F HENRY
MRFA1   80.03/  39.24/  0.000/  0.000/  1680/    74/   0.76:MILLERS FERRY
.END
.B ALR 1023 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  836.06/   0.00/  0.492/  0.988/    53/ 0.000:ALLATOONA
CMMG1 1065.05/   0.00/  0.730/  0.911/   224/ 0.000:BUFORD
CTRG1 1073.20/ 683.69/  0.194/ -0.460/   980/ 1.356:CARTERS
CTSG1  683.69/   0.00/  0.000/  0.000/  1614/ 1.816:CARTERS REREG
WDRF1   76.60/  40.85/  8.551/  8.736/   569/ 8.736:WOODRUFF
FOGG1  187.62/ 101.67/  2.296/  5.396/   782/ 5.216:GEORGE
WETG1  629.45/ 557.75/  1.284/  2.923/   359/ 2.923:WEST POINT
TYLA1  125.64/  85.56/  0.000/  0.000/   962/ 0.000:R F HENRY
MRFA1   80.08/  38.75/  0.000/  0.000/  1016/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1023 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    6.02 /   M   ,NCRG1    2.24 /   0.00:CARTERSVILLE   NORCROSS
KGTG1    4.13 /   M   ,RTMG1    5.28 /   0.00:KINGSTON       ROME
RSCG1    3.05 /   0.00,VING1    2.79 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    2.04 /   M   :CARTERS (411)  REDBUD
ELIG1    1.63 /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.63 /   1.49,DGAG1    1.03 /   0.00:CANTON         DAHLONEGA
DCNG1    0.59 /   0.11,TKRG1    1.18 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.76 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    0.72 /   M   ,MARG1    1.75 /   M   :SUWANEE        SOPE CR
LVNA1    1.28 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.31 /   M   ,BLOF1    3.39 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.82 /   M   ,RWLG1    3.34 /   M   :WHITESBURG     ROSWELL
WTPG1    2.29 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    4.08 /   0.00:WHITESBURG     CATOMA CR
MNJA1    2.87 /   0.00,CKLA1    1.14 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    5.28 /   M   ,RMBG1   11.40 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    3.07 /   0.00:TIBBEE         ETON
SAYA1    3.16 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   13.99 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    M    /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    M    /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1023 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.40 /  15.79 / 54 / 1.82 : CLAIBORNE
COLA1  102.26 /  77.58 /  0 / 0.93 : ANDREWS
.END
.B ALR 1023 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.29 /    4.43 /  1.73 :  2 @ 0.50  1 @ 1.00  1 @ 1.50  0 @ 0.00
DLDA1   74.05 /   33.97 /  0.74 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.50 /   74.40 /  0.61 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.41 /   95.68 /  0.48 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.49 /  123.23 /  0.28 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.95 /  186.59 /  0.45 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.42 /   74.45 /  0.00 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.47 /  109.61 /  0.38 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.36 /  136.94 /  0.68 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.30 /  163.37 /  0.38 :  1 @ 0.30  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.63 /  190.35 /  0.70 :  3 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.49 /  220.69 /  1.31 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.48 /  245.45 /  1.20 :  3 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.36 /  270.33 /  1.15 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  329.91 /  300.36 /  1.34 :  1 @ 0.05  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  410.95 /  329.93 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1023 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  410.84 / 329.93 /  0.00 /       :    5     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 102317 TO 110217
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1023 C DC1023/QTDFZZZ/DID01/  0.950 /  0.950 /  0.950 /
.E1   0.950 /  0.950 /  0.950 /  0.950 /  0.950 /  0.950 /  0.950 /  0.950 /
.E WETG1 1023 C DC1023/QTDFZZZ/DID01/  3.790 /  3.790 /  3.790 /
.E1   3.790 /  3.790 /  3.790 /  3.790 /  3.790 /  3.790 /  3.790 /  3.790 /
.E FOGG1 1023 C DC1023/QTDFZZZ/DID01/  5.200 /  4.420 /  4.420 /
.E1   4.420 /  4.420 /  4.420 /  4.420 /  5.200 /  4.420 /  4.420 /  4.420 /
.E WDRF1 1023 C DC1023/QTDFZZZ/DID01/  8.400 /  7.700 /  7.300 /
.E1   7.000 /  6.700 /  6.700 /  6.700 /  8.400 /  7.700 /  7.700 /  7.700 /
.E CVLG1 1023 C DC1023/QTDFZZZ/DID01/  1.000 /  1.000 /  1.000 /
.E1   1.000 /  1.000 /  1.000 /  1.000 /  1.000 /  1.000 /  1.000 /  1.000 /
.E CTSG1 1023 C DC1023/QTDFZZZ/DID01/  0.600 /  0.600 /  0.600 /
.E1   0.600 /  0.600 /  0.500 /  0.400 /  0.400 /  0.400 /  0.400 /  0.600 /
$$



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