River Statement
Issued by NWS Austin/San Antonio, TX

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000
FGUS84 KEWX 301314
RVSEWX
TXC123-177-187-209-310714-
HYDROLOGIC STATEMENT
NATIONAL WEATHER SERVICE AUSTIN/SAN ANTONIO TX
814 AM CDT SAT MAY 30 2015

This river statement is for the Blanco River...Guadalupe River...Sandies Creek.

For the Guadalupe River At Seguin.
* Latest stage:               2.0 feet at 7 AM Saturday.
* Flood Stage:                19.0 feet.
* Bankfull Stage:             4.0 feet.
* Forecast: No flooding is expected...with the river forecast
  to rise to near bankfull stage and remain for the next several days due
  to releases from Canyon Lake.


For the Blanco River At Wimberley.
* Latest stage:               7.5 feet at  8 AM Saturday.
* Flood Stage:                13.0 feet.
* Bankfull Stage:             10.0 feet.
* Forecast:  No flooding is expected...with the
  river forecast to crest around 8.2 feet
  around 7 PM Saturday.


For the Guadalupe River at Gonzales.
* Latest stage:               23.4 feet at  8 AM Saturday.
* Flood Stage:                31.0 feet.
* Bankfull Stage:             17.0 feet.
* Forecast:  No flooding is expected...with the
  river forecast to crest around 27.3 feet
  around 7 AM Sunday.


For the Sandies Creek Near Westhoff.
* Latest stage:               15.0 feet at  7 AM Saturday.
* Flood Stage:                21.0 feet.
* Bankfull Stage:             12.0 feet.
* Forecast:  The river will continue a slow fall...
  but will remain above bankfull stage until Sunday evening.

Numerous showers and thunderstorms are forecast for the next 18 hours.

&&

Below are the latest river stages and forecasts:


                   BF  FLD  Observed            Forecast 7AM
Location          STG  STG    STG    Day Time   Sun   Mon   Tue   Wed   Thu
  Seguin            4   19                      4.1   4.1   4.1   4.0
  Wimberley        10   13    7.5   Sat  8 AM   7.8   6.9   6.4   6.0
  Gonzales         17   31   23.4   Sat  8 AM  27.3  25.2  24.8  22.9
  Westhoff         12   21   15.0   Sat  7 AM  12.4  10.9   8.2   6.3

$$



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