River Statement
Issued by NWS Austin/San Antonio, TX

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000
FGUS84 KEWX 031941
RVSEWX
TXC055-123-177-041341-
HYDROLOGIC STATEMENT
NATIONAL WEATHER SERVICE AUSTIN/SAN ANTONIO TX
141 PM CST SAT DEC 3 2016

This river statement is for the Guadalupe River...San Marcos River...Sandies
Creek.

For the San Marcos River below Luling.
* Latest stage:               5.7 feet at 1 PM Saturday.
* Flood Stage:                20.0 feet.
* Bankfull Stage:             11.0 feet.
* Forecast:  No flooding is expected...with the
  river forecast to crest around 13.7 feet
  around 6 AM Monday.


For the Guadalupe River at Gonzales.
* Latest stage:               12.6 feet at 1 PM Saturday.
* Flood Stage:                31.0 feet.
* Bankfull Stage:             17.0 feet.
* Forecast:  No flooding is expected...with the
  river forecast to crest around 19.0 feet
  around 12 PM Tuesday.



For the Sandies Creek Near Westhoff.
* Latest stage:               2.6 feet at 1 PM Saturday.
* Flood Stage:                21.0 feet.
* Bankfull Stage:             12.0 feet.
* Forecast:  No flooding is expected...with the
  river forecast to crest around 14.4 feet
  around 6 AM Tuesday.



For the Guadalupe River Near Cuero.
* Latest stage:               8.6 feet at 1 PM Saturday.
* Flood Stage:                24.0 feet.
* Bankfull Stage:             19.0 feet.
* Forecast:  No flooding is expected...with the
  river forecast to crest around 20.6 feet
  around 6 PM Tuesday.


Numerous showers and isolated thunderstorms are forecast for the next 36 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
  Luling               11   20    5.7   Sat  1 PM   9.1  13.7  10.4   8.0   6.7
  Gonzales             17   31   12.6   Sat  1 PM  13.3  17.0  18.9  17.0  14.6
  Westhoff             12   21    2.6   Sat  1 PM   5.5  12.6  14.4  10.6   5.9
  Cuero                19   24    8.6   Sat  1 PM   9.0  15.1  20.0  20.3  17.4

$$



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