River Statement
Issued by NWS Indianapolis, IN

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777
FGUS83 KIND 221406
RVSIND
INC005-011-015-021-027-035-037-045-051-055-057-071-079-081-083-093-
095-097-101-105-107-109-119-121-125-129-145-153-157-165-167-171-175-
181-ILC023-033-047-059-101-185-193-231406-

HYDROLOGIC STATEMENT
NATIONAL WEATHER SERVICE INDIANAPOLIS IN
1006 AM EDT WED APR 22 2015


Daily River Stage Forecasts for Central and Southern Indiana

River forecasts include the effects of rainfall expected by
7:00am EST/8:00am EDT Friday.


                  Forecasts for 7;00am EST/8:00am EDT
            Fld / Obs   Thu   Fri   Sat   Sun   Mon
 Location      Stage    04/23 04/24 04/25 04/26 04/27

Driftwood River
Edinburgh 2 S 11   6.0    4.9   4.2   3.9   3.7   3.6

East Fork White River
Columbus       9   2.4    2.0   1.8   1.6   1.5   1.5
Seymour       12   9.2    7.7   6.7   5.9   5.4   5.0
Rivervale     20  14.9   16.0  15.2  13.0  10.5   8.9
Williams       8   5.2    5.3   5.3   4.9   3.9   3.3
Shoals        20   9.3    9.2   9.3   8.7   7.4   6.1

Eagle Creek
Zionsville     9   2.6    2.4   2.1   1.9   1.9   1.8

White River
Nora          11   6.0    5.3   4.9   4.3   3.9   3.6
Indianapolis  16   6.8    6.3   5.9   5.4   5.1   4.8
Centerton     12   6.2    4.8   4.4   4.1   3.4   3.0
Spencer       14  12.1    9.8   8.8   8.3   7.4   6.6
Elliston      18  21.1   20.1  16.6  14.6  13.3  12.7
Newberry      13  14.6   14.1  11.0   8.5   8.2   7.7
Edwardsport   15  18.1   18.2  16.3  13.7  11.8  11.3
Petersburg    16  18.0   18.3  17.1  15.4  13.9  12.3

Wabash River
Lafayette     11   8.5    7.4   6.7   5.6   5.3   5.1
Covington     16  13.1   12.1  11.0  10.1   9.0   8.7
Montezuma     14  12.2   12.0  10.2   9.0   7.8   7.2
Terre Haute   14  10.4   11.2   9.4   7.8   6.6   5.5
Riverton      15  12.1   12.6  12.8  10.8   9.6   8.4
Vincennes     16  10.4   10.4  10.8   9.6   8.1   7.2
Mount Carmel  19  16.2   16.5  16.8  16.9  15.4  13.4

Eel River
Bowling Green 15   8.7    7.4   6.7   6.6   8.1   8.7

Sugar Creek
Crawfordsvill  8   3.0    2.3   2.1   1.9   1.9   1.8


$$




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