Open-File Report 2006–1094
Figure 3. Entire modeled region of the landslide dam and Karli and Jhelum Rivers in Pakistan, showing the maximum inundation obtained with a 100 m/hr downcutting (erosion) rate of the landslide debris damming the Karli River.
Figure 4. Entire modeled region of the landslide dam and Karli and Jhelum Rivers in Pakistan, showing the time to maximum inundation obtained with a 100 m/hr (erosion) rate of the landslide debris damming the Karli River.
Figure 5. Entire modeled region of the landslide dam and Karli and Jhelum Rivers in Pakistan, showing the depth*maximum(velocity, 1.0 m/s) obtained with a 100 m/hr downcutting (erosion) rate of the landslide debris damming the Karli River. Most of the inundated area is lethal to human life.
Figure 7. Maximum inundation in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 1000 m/hr downcutting rate.
Figure 8. Time to maximum inundation in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 1000 m/hr downcutting rate.
Figure 9. Maximum value of depth*maximum(velocity, 1.0 m/s) in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 1000 m/hr downcutting
Figure 10. Maximum velocity in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 1000 m/hr downcutting rate.
Figure 11. Maximum inundation upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 1000 m/hr downcutting rate.
Figure 12. Time to maximum inundation upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 1000 m/hr downcutting rate.
Figure 13. Maximum value of depth*maximum(velocity, 1.0 m/s) upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 1000 m/hr downcutting rate.
Figure 14. Maximum velocity upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 1000 m/hr downcutting rate.
Figure 15. Maximum inundation downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 1000 m/hr downcutting rate.
Figure 16. Time to maximum inundation downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 1000 m/hr downcutting rate.
Figure 17. Maximum value of depth*maximum(velocity, 1.0 m/s) downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 1000 m/hr downcutting rate.
Figure 18. Maximum velocity downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 1000 m/hr downcutting rate.
Figure 19. Maximum inundation in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 100 m/hr downcutting rate.
Figure 20. Time to maximum inundation in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 100 m/hr downcutting rate.
Figure 21. Maximum value of depth*maximum(velocity, 1.0 m/s) in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 100 m/hr downcutting rate.
Figure 22. Maximum velocity in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 100 m/hr downcutting rate.
Figure 23. Maximum inundation upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 100 m/hr downcutting rate.
Figure 24. Time to maximum inundation upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 100 m/hr downcutting rate.
Figure 25. Maximum value of depth*maximum(velocity, 1.0 m/s) upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 100 m/hr downcutting rate.
Figure 26. Maximum velocity upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 100 m/hr downcutting rate.
Figure 27. Maximum inundation downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 100 m/hr downcutting rate.
Figure 28. Time to maximum inundation downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 100 m/hr downcutting rate.
Figure 29. Maximum value of depth*maximum(velocity, 1.0 m/s) downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 100 m/hr downcutting rate.
Figure 30. Maximum velocity downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 100 m/hr downcutting rate.
Figure 31. Maximum inundation in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 50 m/hr downcutting rate.
Figure 32. Time to maximum inundation in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 50 m/hr downcutting rate.
Figure 33. Maximum value of depth*maximum(velocity, 1.0 m/s) in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 50 m/hr downcutting rate.
Figure 34. Maximum velocity in the upper Karli River drainage near the landslide dam for rapid disintegration of the dam using a 50 m/hr downcutting rate.
Figure 35. Maximum inundation upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 50 m/hr downcutting rate.
Figure 36. Time to maximum inundation upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 50 m/hr downcutting rate.
Figure 37. Maximum value of depth*maximum(velocity, 1.0 m/s) upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 50 m/hr downcutting rate.
Figure 38. Maximum velocity upstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 50 m/hr downcutting rate.
Figure 39. Maximum inundation downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 50 m/hr downcutting rate.
Figure 40. Time to maximum inundation downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 50 m/hr downcutting rate.
Figure 41. Maximum value of depth*maximum(velocity, 1.0 m/s) downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 50 m/hr downcutting rate.
Figure 42. Maximum velocity downstream of the junction of the Karli River with the Jhelum River for rapid disintegration of the landslide dam using a 50 m/hr downcutting rate.
U.S. Department of the Interior |
U.S. Geological Survey
URL: https://pubs.usgs.gov/ds/1090/ds1090_
Page Contact Information: Contact USGS
Page Last Modified: Thursday, October 11, 2018, 03:45:53 PM
