Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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000
SRUS44 KBMX 161209
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  839.51/   0.00/  0.032/  1.100/     0/    43/   0.00:ALLATOONA
CMMG1 1068.61/   0.00/  1.781/  0.289/   300/    68/   0.00:BUFORD
CTRG1 1072.00/ 685.70/ -1.653/ -7.479/  2587/     0/   0.00:CARTERS
CTSG1  685.70/   0.00/  0.000/  0.000/  1109/     0/   M   :CARTERS REREG
WDRF1   77.30/  41.96/ 14.582/  9.911/   490/    43/   0.36:WOODRUFF
FOGG1  187.92/ 101.62/  6.441/  0.240/   899/   160/   0.00:GEORGE
WETG1  632.61/ 557.72/ -0.073/  0.650/   324/    45/   0.03: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  125.22/  79.73/ -1.572/  0.000/   339/    80/   1.28:R F HENRY
MRFA1   79.70/  35.13/  8.070/  0.000/   462/    72/   0.40: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  839.54/   0.00/  0.568/  1.100/     0/ 0.000:ALLATOONA
CMMG1 1068.60/   0.00/  0.412/  1.158/   665/ 0.000:BUFORD
CTRG1 1071.40/ 688.90/  0.269/  3.527/  2476/ 3.527:CARTERS
CTSG1  688.90/   0.00/  0.000/  0.000/     0/ 0.000:CARTERS REREG
WDRF1   77.29/  41.67/  9.465/  9.855/   490/ 7.842:WOODRUFF
FOGG1  187.89/ 101.49/  3.287/  5.768/   809/ 5.528:GEORGE
WETG1  632.62/ 557.72/  1.760/  2.243/   265/ 2.243:WEST POINT
TYLA1  125.24/  80.30/  7.177/  4.993/   319/ 4.993:R F HENRY
MRFA1   79.63/  35.13/  6.061/  6.734/   493/ 6.734:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0916 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    6.25 /   M   ,NCRG1    2.81 /   0.03:CARTERSVILLE   NORCROSS
KGTG1    4.49 /   M   ,RTMG1    5.23 /   0.00:KINGSTON       ROME
RSCG1    3.04 /   0.00,VING1    2.62 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    2.06 /   M   :CARTERS (411)  REDBUD
ELIG1    1.47 /   0.04,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.81 /  -0.43,DGAG1    0.89 /   0.01:CANTON         DAHLONEGA
DCNG1    0.77 /   0.00,TKRG1    1.21 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.77 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    1.11 /   M   ,MARG1    1.13 /   M   :SUWANEE        SOPE CR
LVNA1    1.56 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.39 /   M   ,BLOF1    3.85 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.02 /   M   ,RWLG1    3.84 /   M   :WHITESBURG     ROSWELL
WTPG1    2.13 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.66 /   0.00:WHITESBURG     CATOMA CR
MNJA1    3.17 /   0.00,CKLA1    1.75 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    5.22 /   M   ,RMBG1   11.54 /   M   :ROME 5TH       MAYOS BAR
LRYA1    2.41 /   M   ,ELRA1    8.13 /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    3.02 /   0.00:TIBBEE         ETON
SAYA1    2.44 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6   10.97 /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    6.40 /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   12.00 /   M   ,BCKA1    2.00 /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    4.84 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    5.80 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0916 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.50 /   9.70 /  6 / 0.00 : CLAIBORNE
COLA1  101.80 /  76.85 /  0 / 0.00 : ANDREWS
.END
.B ALR 0916 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.15 /    2.05 /  0.10 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.82 /   33.21 /  0.10 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.95 /   74.26 /  1.12 :  4 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.31 /   96.10 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.53 /  123.29 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.89 /  186.61 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.41 /   73.50 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.29 /  109.24 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.11 /  136.51 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.48 /  163.09 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.85 /  190.55 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.47 /  220.76 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.47 /  245.25 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.41 /  270.37 /  0.02 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.45 /  300.51 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  412.72 /  330.31 /  0.00 :  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  412.55 / 330.24 /  0.00 /       :    8     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 091614 TO 092614
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0916 C DC0916/QTDFZZZ/DID01/  1.220 /  1.220 /  1.220 /
.E1   1.220 /  0.710 /  0.710 /  1.220 /  1.220 /  1.220 /  1.220 /  1.220 /
.E WETG1 0916 C DC0916/QTDFZZZ/DID01/  2.750 /  2.750 /  2.750 /
.E1   2.750 /  0.610 /  0.610 /  2.750 /  2.750 /  2.220 /  2.220 /  2.220 /
.E FOGG1 0916 C DC0916/QTDFZZZ/DID01/  4.550 /  4.550 /  4.550 /
.E1   4.550 /  4.550 /  4.550 /  4.550 /  4.550 /  4.550 /  4.550 /  4.550 /
.E WDRF1 0916 C DC0916/QTDFZZZ/DID01/  9.000 /  8.000 /  8.000 /
.E1   8.000 /  9.500 /  9.500 /  9.500 /  9.500 /  9.500 /  9.500 /  9.500 /
.E CVLG1 0916 C DC0916/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 0916 C DC0916/QTDFZZZ/DID01/  0.600 /  0.600 /  0.600 /
.E1   0.600 /  0.600 /  0.600 /  0.600 /  0.600 /  0.600 /  0.600 /  0.600 /
$$



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