Figures index

From

Simulation of Modeling Approach for Flood Condition and Proposed Flood Protection at Midstream of Chao Phraya River Basin, Thailand

Cham Tau Chia, Mitani Yasuhiro, Ikemi Hiroaki

American Journal of Environmental Protection. 2015, 3(3), 84-94 doi:10.12691/env-3-3-4
  • Figure 1. Chao Phraya River Basin in Thailand (source: CTI, 1999)
  • Figure 2. Floodextentat Nakhon Sawan (source from Royal Irrigation Department (RID)
  • Figure 3. Location of gauging stations at Nakhon Sawan
  • Figure 4. Location of flood marks
  • Figure 5. Streamflow result before and gauging station N.67
  • Figure 6. Streamflow after confluence of Ping River and Nan River, gauging station C.2
  • Figure 7. Comparison of flood level in between field investigations and simulated results
  • Figure 8. Comparison on flood condition at Nakhon Sawan between RID and simulated result on October 15, 2011
  • Figure 9. Observation stations (Obs.) for checking the streamflow condition
  • Figure 10. Changes of streamflow along Obs after flood controlled at Nan River, October 15
  • Figure 11. Changes of streamflow along Obs.after flood controlled at Ping River, October 15
  • Figure 12. Changes of streamflow along Obs.after flood controlled at Yom River, October 15
  • Figure 13. Scenario 1-Changes of flood distribution on October 15, 2011 when flood control at upper reach of Nan River
  • Figure 14. Scenario 2-Changes of flood distribution on October 15, 2011 when flood control at upper reach of Ping River
  • Figure 15. Scenario 3-Changes of flood distribution on October 15, 2011 when flood control at upper reach of Yom River
  • Figure 16. Graph indicates changes of streamflow in October after flood controlled as mentioned in Case 4a and Case 4b
  • Figure 17. Condition of total streamflow over harmless streamflow limit during flood peak from September 21 to October 25, 2011