Effects of Drawdown and Structures on Bed-Load Transport in Pool 8 Navigation Channel
Figure 1. Aerial view of the study reach
Analysis Using ISSDOT
Figure 2. Crosswise and longitudinal swaths of bathymetric data
Figure 3. ∆q versus ∆t as computed using ISSDOT for stated conditions
Figure 4. ∆q versus ∆t computed using ISSDOT for stated conditions change in volume used to compute ∆q for each ∆t is also shown
Figure 5. ∆q versus ∆t computed using ISSDOT for stated conditions
Sediment Budget and GIS Analysis
Figure 6. Map showing scour and deposition in study area
Figure 8. Dredging by year for study area locations
Transport Function Analysis
Table 1. Transport Function Output Values
Figure 9. Comparison of channel cross sections in study area for trips 2 and 4
CONCLUSIONS - chetn-vii-50014
chetn-vii-5
Figure 1. Aerial view of the study reach
Analysis Using ISSDOT
Figure 2. Crosswise and longitudinal swaths of bathymetric data
Figure 3. ∆q versus ∆t as computed using ISSDOT for stated conditions
Figure 4. ∆q versus ∆t computed using ISSDOT for stated conditions change in volume used to compute ∆q for each ∆t is also shown
Figure 5. ∆q versus ∆t computed using ISSDOT for stated conditions
Sediment Budget and GIS Analysis
Figure 6. Map showing scour and deposition in study area
Figure 8. Dredging by year for study area locations
Transport Function Analysis
Table 1. Transport Function Output Values
Figure 9. Comparison of channel cross sections in study area for trips 2 and 4
CONCLUSIONS - chetn-vii-50014
chetn-vii-5
