Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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441
SRUS44 KBMX 041339
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1204 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  831.72/   0.00/  0.844/  2.014/     0/     0/   0.00:ALLATOONA
CMMG1 1060.87/   0.00/  2.630/  0.602/   216/     0/   0.00:BUFORD
CTRG1 1063.00/ 686.40/  0.654/ -3.906/     0/     0/   0.00:CARTERS
CTSG1  686.40/   0.00/  0.000/  0.000/   572/     0/   M   :CARTERS REREG
WDRF1   76.43/  39.06/  3.016/  5.231/   360/    43/   0.00:WOODRUFF
FOGG1  186.81/ 104.50/ -1.444/  2.095/   167/   160/   0.00:GEORGE
WETG1  627.52/ 557.79/  0.713/  0.713/    72/    45/   0.10:WEST POINT
.END
.B ALR 1204 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  125.45/  80.20/ 12.297/  7.965/   130/    82/   0.00:R F HENRY
MRFA1   79.69/  36.40/ -2.461/ 17.914/   295/    76/   0.00:MILLERS FERRY
.END
.B ALR 1204 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  831.76/   0.00/  0.447/  2.016/     0/ 0.000:ALLATOONA
CMMG1 1060.85/   0.00/ -0.399/  0.603/   144/ 0.000:BUFORD
CTRG1 1062.50/ 688.00/  0.413/ -4.081/     0/ 0.000:CARTERS
CTSG1  688.00/   0.00/  0.000/  0.000/  2602/-3.011:CARTERS REREG
WDRF1   76.47/  39.06/  3.385/  5.231/   360/ 5.231:WOODRUFF
FOGG1  186.85/ 101.87/  1.341/  1.124/   171/ 1.124:GEORGE
WETG1  627.52/ 557.80/  2.767/  0.724/    85/ 0.724:WEST POINT
TYLA1  125.19/  80.26/  3.066/  2.410/   154/ 2.410:R F HENRY
MRFA1   80.17/  34.10/  5.379/  7.470/   546/ 7.470:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1204 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    7.60 /   M   ,NCRG1    1.46 /   0.12:CARTERSVILLE   NORCROSS
KGTG1    5.59 /   M   ,RTMG1    5.70 /   0.00:KINGSTON       ROME
RSCG1    2.38 /   0.02,VING1    2.82 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    0.82 /   M   :CARTERS (411)  REDBUD
ELIG1    1.27 /   0.23,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.49 /  -0.13,DGAG1    0.71 /   0.00:CANTON         DAHLONEGA
DCNG1    0.27 /   0.24,TKRG1    0.82 /   0.20:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.76 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    1.02 /   M   ,MARG1    0.99 /   M   :SUWANEE        SOPE CR
LVNA1    1.93 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.36 /   M   ,BLOF1    0.88 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.11 /   M   ,RWLG1    2.76 /   M   :WHITESBURG     ROSWELL
WTPG1    2.09 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.43 /   0.00:WHITESBURG     CATOMA CR
MNJA1    4.28 /   0.00,CKLA1    1.29 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    5.64 /   M   ,RMBG1   11.92 /   M   :ROME 5TH       MAYOS BAR
LRYA1    2.13 /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.50 /   0.00:TIBBEE         ETON
SAYA1    3.37 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   12.01 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    M    /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    5.26 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1204 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.70 /   7.60 /  0 / 0.00 : CLAIBORNE
COLA1  102.40 /  78.20 /  0 / 0.00 : ANDREWS
.END
.B ALR 1204 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.49 /    3.00 /  0.32 :  4 @ 0.50  1 @ 1.00  1 @ 1.50  0 @ 0.00
DLDA1   74.68 /   35.33 /  0.57 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.95 /   74.85 /  0.46 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.60 /   95.96 /  0.23 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.50 /  123.20 /  0.42 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.19 /  186.76 /  0.45 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.26 /   74.89 /  0.00 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.35 /  109.33 /  0.43 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.56 /  136.89 /  0.77 :  3 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.51 /  163.50 /  0.99 :  1 @ 0.30  1 @ 0.50  0 @ 0.00  0 @ 0.00
LKAM6  220.48 /  190.58 /  1.16 :  2 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.55 /  220.38 /  1.22 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.43 /  245.50 /  1.05 :  1 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.40 /  270.31 /  1.05 :  1 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.08 /  300.17 /  1.15 :  4 @ 0.50  1 @ 1.00  1 @ 1.50  0 @ 0.00
DNNM6  409.78 /  330.11 /  0.59 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1204 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  409.59 / 330.01 /  0.00 /       :    5     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 120416 TO 121416
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1204 C DC1204/QTDFZZZ/DID01/  1.220 /  1.220 /  0.970 /
.E1   1.220 /  1.220 /  1.220 /  1.220 /  1.220 /  1.220 /  1.220 /  1.220 /
.E WETG1 1204 C DC1204/QTDFZZZ/DID01/  2.400 /  2.400 /  0.610 /
.E1   0.610 /  2.400 /  2.400 /  2.400 /  2.400 /  2.400 /  2.400 /  2.400 /
.E FOGG1 1204 C DC1204/QTDFZZZ/DID01/  2.080 /  2.080 /  2.080 /
.E1   2.080 /  2.080 /  2.080 /  2.080 /  2.080 /  2.080 /  2.080 /  2.080 /
.E WDRF1 1204 C DC1204/QTDFZZZ/DID01/  5.075 /  5.075 /  5.075 /
.E1   5.075 /  5.075 /  5.075 /  5.075 /  5.075 /  5.075 /  5.075 /  5.075 /
.E CVLG1 1204 C DC1204/QTDFZZZ/DID01/  2.000 /  2.000 /  2.000 /
.E1   2.000 /  2.000 /  2.000 /  2.000 /  2.000 /  2.000 /  2.000 /  2.000 /
.E CTSG1 1204 C DC1204/QTDFZZZ/DID01/  0.250 /  0.250 /  0.250 /
.E1   0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /  0.250 /
$$



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