Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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391
SRUS44 KBMX 101310
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1010 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  834.48/   0.00/  0.364/  0.364/    79/     0/   0.00:ALLATOONA
CMMG1 1067.18/   0.00/  1.796/  0.680/   522/     0/   0.00:BUFORD
CTRG1 1071.14/ 692.53/  0.169/  0.000/  1033/     0/   0.00:CARTERS
CTSG1  692.53/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.66/  39.14/ 10.490/  6.061/   360/    28/   0.00:WOODRUFF
FOGG1  189.23/ 101.93/  9.305/  0.200/   320/   160/   0.00:GEORGE
WETG1  624.98/ 557.70/  3.503/  0.740/   228/    81/   0.00:WEST POINT
.END
.B ALR 1010 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  123.75/  84.59/  0.000/  0.000/   304/    81/   0.00:R F HENRY
MRFA1   79.99/  35.48/  0.000/  0.000/   326/    70/   0.00:MILLERS FERRY
.END
.B ALR 1010 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  834.48/   0.00/  0.303/  0.882/   186/ 0.000:ALLATOONA
CMMG1 1067.17/   0.00/  0.694/  1.626/   341/ 0.000:BUFORD
CTRG1 1071.12/ 692.59/  0.447/  0.000/     0/ 0.000:CARTERS
CTSG1  692.59/   0.00/  0.000/  0.000/     0/ 0.000:CARTERS REREG
WDRF1   76.62/  38.99/  6.943/  6.205/   360/ 6.205:WOODRUFF
FOGG1  189.16/ 101.71/  1.638/  2.289/   323/ 2.089:GEORGE
WETG1  624.93/ 557.69/  2.386/  1.742/   200/ 1.742:WEST POINT
TYLA1  124.74/  81.16/  5.354/  5.354/   319/ 0.000:R F HENRY
MRFA1   80.25/  36.10/  4.896/  4.896/   331/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1010 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    4.87 /   M   ,NCRG1    4.56 /  -0.79:CARTERSVILLE   NORCROSS
KGTG1    5.53 /   M   ,RTMG1    4.87 /   0.00:KINGSTON       ROME
RSCG1    1.80 /  -0.01,VING1    3.28 /   0.00:RESACA         VININGS
CATG1    4.00 /   M   ,RDBG1    0.95 /   M   :CARTERS (411)  REDBUD
ELIG1    1.44 /  -0.03,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.47 /   0.00,DGAG1    1.03 /  -0.07:CANTON         DAHLONEGA
DCNG1    0.49 /  -0.16,TKRG1    0.89 /  -0.03:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.33 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    2.40 /   M   ,MARG1    1.11 /   M   :SUWANEE        SOPE CR
LVNA1    1.00 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.76 /   M   ,BLOF1    1.65 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    3.68 /   M   ,RWLG1    4.60 /   M   :WHITESBURG     ROSWELL
WTPG1    2.24 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   0.00,CATA1    1.44 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.53 /   0.00,CKLA1    0.33 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    4.85 /   M   ,RMBG1   11.04 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.42 /   0.00:TIBBEE         ETON
SAYA1    2.39 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.54 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1   14.00 /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    2.88 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1010 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.01 /   6.70 /  1 / 0.00 : CLAIBORNE
COLA1  102.23 /  77.48 /  0 / 0.00 : ANDREWS
.END
.B ALR 1010 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.16 /    2.41 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.65 /   33.08 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.87 /   73.63 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.29 /   95.78 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.39 /  123.11 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.89 /  186.32 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.41 /   73.66 /  0.00 :  5 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.32 /  109.22 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.29 /  136.41 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.52 /  163.36 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.27 /  190.40 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.60 /  220.21 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.45 /  245.60 /  0.00 :  2 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.45 /  270.44 /  0.00 :  2 @ 0.25  1 @ 0.50  0 @ 0.00  0 @ 0.00
LKEM6  330.27 /  300.23 /  0.00 :  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 1010 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  411.55 / 330.81 /  0.00 /       :    0     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 101025 TO 102025
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1010 C DC1010/QTDFZZZ/DID01/  2.700 /  2.700 /  2.090 /
.E1   2.090 /  1.480 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /  1.790 /
.E WETG1 1010 C DC1010/QTDFZZZ/DID01/  1.940 /  1.590 /  1.940 /
.E1   1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /  1.590 /
.E FOGG1 1010 C DC1010/QTDFZZZ/DID01/  1.920 /  1.920 /  1.920 /
.E1   1.920 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /  1.920 /
.E WDRF1 1010 C DC1010/QTDFZZZ/DID01/  5.200 /  5.100 /  5.100 /
.E1   5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 1010 C DC1010/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 1010 C DC1010/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 /
$$