| River and Reservoir Watch
  Version 4.6 |  |  |  |  |  |  |  |  | 
 
  | River
  Discharge and Reservoir Storage Changes Using Satellite Microwave Radiometry |  | Location of this Satellite Gauging Reach |  |  | 
 
  |  |  |  |  |  | Mekong |  | Center: | 104.67 | Long. | Signal/Noise: | 12.8 |  | 
 
  | GFDS Area ID: | 84 |  |  | Thailand |  | Center: | 17.02 | Lat. |  | Good |  | 
 
  | GEE
  Time Lapse |  | WorldView
  Time Lapse | Learn
  more about this river |  |  | 385790 | sq km | WBM contributing area | 
 
  | Last measured: | 12-Oct-25 |  |  |  |  |  | Poorly located, only observes floods. |  |  | 
 
  | Discharge: |  | 4606 | m3/sec |  | Status: | 2 | (1, low; 2, normal flow; 3, moderate flood, r
  >2.33 y; 4, major flood, r >5 y) |  | 
 
  | 7-day Runoff | 7.1 | mm |  |  | 82% | (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 moving average is applied. |  | Geolocation correction, commencing April 1,
  2012: | 0 | 
 
  |  |  |  | Low flow is 20th percentile discharge for this
  day, 2003-2013. | Noise filter: | >.05 daily signal change |  |  | 
 
  |   |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  | Notes: | Log
  Pearson Type III is used to compute recurrence intervals from 27 years of
  record (1998-2024) |  |  |  | 
 
  |   |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  | Mean discharge | 8300 | m3/s |  | 
 
  | Annual Runoff (percent of mean, 1998-2021) |  |  |  | Mean Runoff |  | 684 | mm |  | 
 
  |   |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  | Mann-Kendall
  Runoff Trend Analysis (5%) | M-K | -67 | Significant? | no | Major Floods |  | 10 = flood of record |  | 
 
  |  |  | -0.01 |  | z-stat | -1.45 |  |  |  |  |  |  |  | 
 
  | Regression
  slope: | 0.00 |  | p-value | 0.15 |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  | Annual Maximum Q, m3/s |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  | 
 
  | Brakenridge,
  G. R., Nghiem, S. V., Kugler, Z., 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 |  |  | 
 
  | Robert.Brakenridge@Colorado.edu |  |  |  |  | Sen's slope: |  | -403.94 | z-stat |  |  | 
 
  |  |  |  |  |  |  |  | Regression slope: | -415.43 | p-value | 0.00 |  | 
 
  |  |  |  |  |  |  |  |  |  |  | Significant? | yes |  | 
 
  |  |  |  | Coefficients of
  Polynomial or Linear Rating Curve used: |  | 0.00 |  | -210415.23 | 209247.53 |  | 
 
  |  |  |  |  |  |  |  | x^4 | x^3 | x^2 | x | + |  | 
 
 
  |  |  |  |  |  |  |  |  |  |  |  |  |  |