Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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868
SRUS44 KBMX 201149
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 1020 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  836.33/   0.00/  0.653/  0.989/    48/     0/   0.00:ALLATOONA
CMMG1 1065.11/   0.00/ -0.402/  0.684/   250/     0/   0.00:BUFORD
CTRG1 1073.30/ 684.70/  0.000/  0.000/   980/     0/   0.00:CARTERS
CTSG1  684.70/   0.00/  0.000/  0.000/     0/     0/   M   :CARTERS REREG
WDRF1   76.78/  41.46/  6.930/  9.145/   617/    43/   0.00:WOODRUFF
FOGG1  187.93/ 101.92/  7.621/  0.180/   342/   160/   0.00:GEORGE
WETG1  629.91/ 557.74/  2.229/  0.918/   329/    50/   0.00:WEST POINT
.END
.B ALR 1020 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.74/  82.98/  0.000/  0.000/   852/    61/   0.00:R F HENRY
MRFA1   79.72/  38.14/  0.000/  0.000/   688/    74/   0.00:MILLERS FERRY
.END
.B ALR 1020 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  836.34/   0.00/  0.327/  0.988/    53/ 0.000:ALLATOONA
CMMG1 1065.12/   0.00/  0.371/  0.916/   225/ 0.000:BUFORD
CTRG1 1073.30/ 685.10/  0.328/  0.000/     0/ 0.000:CARTERS
CTSG1  685.10/   0.00/  0.000/  0.000/     0/ 0.000:CARTERS REREG
WDRF1   76.84/  41.41/  7.182/  9.427/   617/ 9.427:WOODRUFF
FOGG1  187.86/ 102.38/  3.396/  3.603/   517/ 3.423:GEORGE
WETG1  629.88/ 562.08/  0.951/  3.271/   407/ 3.271:WEST POINT
TYLA1  124.20/  83.89/  0.000/  0.000/     0/ 0.000:R F HENRY
MRFA1   79.71/  36.55/  0.000/  0.000/     0/ 0.000:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 1020 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    6.05 /   M   ,NCRG1    2.39 /   0.00:CARTERSVILLE   NORCROSS
KGTG1    4.28 /   M   ,RTMG1    6.57 /   0.00:KINGSTON       ROME
RSCG1    4.46 /   0.00,VING1    2.78 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    3.67 /   M   :CARTERS (411)  REDBUD
ELIG1    1.68 /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.67 /  -0.68,DGAG1    1.08 /   0.00:CANTON         DAHLONEGA
DCNG1    0.61 /   M   ,TKRG1    1.22 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.96 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    0.72 /   M   ,MARG1    0.99 /   M   :SUWANEE        SOPE CR
LVNA1    1.28 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.21 /   M   ,BLOF1    3.82 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.73 /   M   ,RWLG1    3.35 /   M   :WHITESBURG     ROSWELL
WTPG1    2.49 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    2.01 /   0.00:WHITESBURG     CATOMA CR
MNJA1    M    /   0.00,CKLA1    1.46 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    6.63 /   M   ,RMBG1   11.80 /   M   :ROME 5TH       MAYOS BAR
LRYA1    M    /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    3.26 /   0.00:TIBBEE         ETON
SAYA1    3.35 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   12.01 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    M    /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    5.20 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1020 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   35.27 /  11.51 / 12 / 0.00 : CLAIBORNE
COLA1  102.36 /  77.61 /  0 / 0.00 : ANDREWS
.END
.B ALR 1020 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.20 /    3.80 /  0.00 :  2 @ 0.50  1 @ 1.00  1 @ 1.50  0 @ 0.00
DLDA1   73.90 /   33.47 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.90 /   74.20 /  0.01 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.37 /   95.64 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.76 /  124.45 /  0.00 :  5 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.78 /  186.65 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.46 /   73.91 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.36 /  109.38 /  0.00 :  1 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.42 /  136.81 /  0.00 :  1 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.39 /  163.33 /  0.00 :  1 @ 0.30  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.58 /  190.45 /  0.03 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.29 /  220.56 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.43 /  245.24 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.38 /  270.25 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.31 /  300.34 /  0.00 :  1 @ 0.05  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  410.85 /  330.32 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 1020 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  410.83 / 330.41 /  0.00 /       :    4     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 102017 TO 103017
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 1020 C DC1020/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 1020 C DC1020/QTDFZZZ/DID01/  3.790 /  3.790 /  2.200 /
.E1   2.200 /  3.790 /  3.790 /  3.790 /  3.790 /  3.790 /  3.790 /  3.790 /
.E FOGG1 1020 C DC1020/QTDFZZZ/DID01/  3.900 /  3.900 /  4.550 /
.E1   4.550 /  4.550 /  4.550 /  5.200 /  5.200 /  5.200 /  5.200 /  5.200 /
.E WDRF1 1020 C DC1020/QTDFZZZ/DID01/  9.900 /  9.400 /  8.900 /
.E1   8.500 /  8.100 /  7.700 /  7.300 /  7.000 /  6.700 /  6.700 /  6.700 /
.E CVLG1 1020 C DC1020/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 1020 C DC1020/QTDFZZZ/DID01/  1.000 /  0.600 /  0.600 /
.E1   0.600 /  0.600 /  0.600 /  0.600 /  0.500 /  0.400 /  0.400 /  0.400 /
$$



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