River and Reservoir Watch
Version 4.6 |
|
|
|
|
|
|
|
|
River
Discharge and Reservoir Storage Changes Using Satellite Microwave Radiometry |
|
Location of this Satellite Gauging Reach |
|
|
Calibration to
Discharge not yet performed. |
|
Tisza |
|
Center: |
21.42 |
Long. |
Signal/Noise: |
16.0 |
|
GFDS Area ID: |
49 |
|
|
Hungary |
|
Center: |
48.059 |
Lat. |
|
Very Good |
|
GEE
Time Lapse |
|
WorldView
Time Lapse |
Learn
more about this river |
Not actual watershed area: |
10000 |
sq km |
WBM contributing area |
Last measured: |
18-Nov-24 |
|
|
|
|
|
|
|
|
|
|
Discharge: |
|
1249 |
m3/sec |
|
Status: |
1 |
(1, low; 2, normal flow; 3, moderate flood, r
>2.33 y; 4, major flood, r >5 y) |
|
7-day Runoff |
87.1 |
mm |
|
|
83% |
(7-day runoff compared to 20 y average for this
date, 2004-2023) |
|
Flood Magnitude: |
0.0 |
Scale of 0-10 |
|
Flood
Magnitude Defined |
|
|
Technical
Summary |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Notes: |
7-day forward weighted moving average is
applied. |
|
Geolocation correction, commencing April 1,
2012: |
0 |
|
|
|
Low flow is 20th percentile discharge for this
day, 2003-2011. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Notes: |
Log
Pearson Type III is used to compute recurrence intervals from 18 years of
record (2003-2010, 2014-2023) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mean discharge, 2014-2023 |
1910 |
m3/s |
|
Annual Runoff (percent of mean, 2014-2023) |
|
|
|
Mean Runoff, 2014-2023 |
6096 |
mm |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mann-Kendall
Runoff Trend Analysis (5%) |
M-K |
5 |
Significant? |
no |
Major Floods |
|
10 = flood of record |
|
|
|
0.01 |
|
z-stat |
0.36 |
(2014-2023 only) |
|
|
|
|
|
Regression
slope: |
0.01 |
|
p-value |
0.72 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Annual Maximum Q, m3/s |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Brakenridge, G.
R., Nghiem, S. V., Kettner, A. J., Paris, S., Cohen, S. |
|
|
|
|
|
Access to Data |
River and
Reservoir Watch Version 4.6, DFO Flood Observatory, University of Colorado |
Mann-Kendall Max Q Trend Analysis (5%) |
M-K |
7 |
|
Robert.Brakenridge@Colorado.edu |
|
|
|
|
Sen's slope: |
|
94.00 |
z-stat |
0.54 |
|
|
|
|
|
|
|
|
Regression slope: |
55.25 |
p-value |
0.59 |
|
|
|
|
|
|
|
|
(2014-2023 only) |
|
Significant? |
no |
|
|
|
|
Coefficients of
Polynomial or Linear Rating Curve used: |
|
|
364260.59 |
-774964.91 |
411282.39 |
|
|
|
|
|
|
|
|
x^4 |
x^3 |
x^2 |
x |
+ |
|
|
|
|
|
|
|
|
|
|
|
|
|
|