River Summary

000
SRUS44 KJAN 231425
RVAJAN
MSC001-007-011-015-021-023-025-029-031-035-037-049-051-053-055-063-
067-075-077-079-083-087-089-091-099-101-103-121-125-127-133-149-151-
157-163-LAC025-029-035-041-065-083-107-ARC017-041-240825-
HYDROLOGIC SUMMARY
NATIONAL WEATHER SERVICE JACKSON, MS
925 AM CDT TUE SEP 23 2008

LOCATION                FLOOD     7AM       24-HOUR
                        STAGE    STAGE      CHANGE
UPPER PEARL RIVER
  PHILADELPHIA            13       5.6       0.2
  EDINBURG                20       4.1      -0.4
  CARTHAGE                17       5.4      -0.3
  LENA                    24       7.8       0.2


TUSCOLAMETA CREEK
  WALNUT GROVE            25      15.4      -0.7


YOCKANOOKANY RIVER
  KOSCIUSKO               15       5.1      -1.2
  OFAHOMA                 19       7.7       1.3


MIDDLE PEARL RIVER
  RATLIFF                303     297.3      -0.1
  JACKSON                 28      10.8      -0.3
  ROCKPORT                25         M         M
  MONTICELLO              22       8.8      -0.3


STRONG RIVER
  D`LO                    25       5.4       0.8


LOWER PEARL RIVER
  COLUMBIA                17       3.9       2.9


UPPER LEAF RIVER
  COLLINS                 25       7.6      -0.7


BOUIE CREEK
  HATTIESBURG             18       2.2       0.0


LOWER LEAF RIVER
  HATTIESBURG             22       4.2       1.9


TALLAHALA CREEK
  LAUREL                  13       0.7       0.1


BLACK CREEK
  BROOKLYN                20       4.6      -0.6


CHUNKY RIVER
  CHUNKY                  22       3.4      -0.7


SOWASHEE CREEK
  MERIDIAN                14       4.7       0.0


CHICKASAWHAY RIVER
  ENTERPRISE              25       6.3      -1.2
  SHUBUTA                 30         M         M


UPPER BIG BLACK
  WEST                    15       5.2       0.5


LOWER BIG BLACK
  BENTONIA                22       9.2      -1.0
  BOVINA                  28      10.8       1.0


HOMOCHITTO RIVER
  ROSETTA                 19       4.5      -0.5


YALOBUSHA RIVER
  WHALEY                  21      14.6       0.0


UPPER YAZOO RIVER
  GREENWOOD               35      16.5      -0.1
  BELZONI                 34      16.5      -0.1
  YAZOO CITY              29      13.6       0.1


BIG SUNFLOWER RIVER
  SUNFLOWER               21       0.2      -0.2
  ANGUILLA                45      22.8      -0.3


TENSAS RIVER
  CLAYTON                 55      42.2      -0.5
  TENDAL                  25      21.2      -0.7
  NEWLIGHT                55      44.4      -0.6


BAYOU MACON RIVER
  COMO                    62      55.3      -1.6


BOEUF RIVER
  ALTO                    25      17.3      -0.3
  FORT NECESSITY          50      50.1      -0.9


BLACK RIVER
  ACME                    48      30.3      -0.8


LOWER MISSISSIPPI RIVER
  ARKANSAS CITY           37      21.7       1.4
  GREENVILLE              48      32.6       1.8
  VICKSBURG               43      24.7       2.5
  NATCHEZ                 48      31.1       2.5


TIBBEE CREEK
  TIBBEE                  23       9.3      -0.3


LUXAPALLILA CREEK
  COLUMBUS                15       5.6       0.0


NOXUBEE RIVER
  MACON                   26       6.7         M


TENN-TOM WATERWAY LOCKS AND DAMS
  STENNIS(COLUMBUS) HW           163.3       0.1
  STENNIS(COLUMBUS) TW   161     136.9       0.2


RESERVOIR AND LAKE ELEVATIONS


                  FLOOD     HEIGHT    24-HOUR         HEIGHT
                  POOL       POOL     CHANGE        TAILWATER


  JONESVILLE L/D    50        36.10    -0.40           34.60
  ROSS BARNETT     299       297.50    -0.05          256.24
  GRENADA DAM      231       209.67    -0.16
  OKATIBBEE        352       342.60    -0.05


THIS DATA WAS FURNISHED WITH COOPERATION FROM MISSISSIPPI...
LOUISIANA...AND ARKANSAS COOPERATIVE OBSERVERS...THE U.S.
GEOLOGICAL SURVEY OFFICE IN JACKSON, MS AND RUSTON, LA...
THE U.S. ARMY CORPS OF ENGINEERS DISTRICT OFFICE IN VICKSBURG, MS
AND MOBILE, AL...AND THE PEARL RIVER VALLEY WATER SUPPLY DISTRICT...
PAT HARRISON WATERWAY DISTRICT AND THE MISSISSIPPI DEPARTMENT OF
ENVIRONMENTAL QUALITY.



$$