Table of Figures

 

Figure 3.1 Interaction Among Constituents

 

Figure 4.1 Defining Each Particle's Location
Figure 4.2 Dispersion
Figure 4.3 Longitudinal Dispersion
Figure 4.4 Longitudinal Dispersion (Coefficient K)
Figure 4.5 Experimental Measurements of Longitudinal Dispersion in Open Channels
Figure 4.6 Longitudinal Movement
Figure 4.7 DSM2-PTM Transverse Velocity Profile
Figure 4.8 Vertical and Transverse Displacements Due to Mixing
Figure 4.9 Vertical Mixing
Figure 4.10 Transverse Mixing
Figure 4.11 Mixing
Figure 4.12 Derived Dispersion Coefficient K

 

Figure 6.1 CSDP Used to Convert #D Bathymetry Data
Figure 6.2 Delta Bathymetry Data Locations
Figure 6.3 Three-dimensional Bathymetry Data
Figure 6.4 CSDP Bathymetry Data Plan View
Figure 6.5 Rectangular Region
Figure 6.6a Centerline Created by create DSM Chan Feature
Figure 6.6b Centerline with Inserted Points
Figure 6.7a Bathymetry Data­­Cross-section View
Figure 6.7b Bathymetry Data­­Cross-section View with Drawing
Figure 6.8 Cross-section Line Measurements
Figure 6.9a "W" Shaped Cross-sections
Figure 6.9b "J" Shaped Cross-sections
Figure 6.10 Cross-section Plot
Figure 6.11 Using Station and Elevation Coordinates to Make a Network File
Figure 6.12 Change the Pathname in the FILENAME Field
Figure 6.13 IRREG_GEOM Input Section
Figure 6.14 IRREG_GEOM Input Section (cross sections/filenames)
Figure 6.15 Table of Cross-section Properties
Figure 6.16 DSM Channel
Figure 6.17 Irregular Cross-sections
Figure 6.18 Node to Cross-section Distance
Figure 6.19 Interpolation from Adjacent Channels
Figure 6.20 Virtual Cross-section Look-up Table for Channel 1
Figure 6.21 Negative dConveyance and Slope of Line Segment
Figure 6.22 Output from Hydro
Figure 6.23a Cross-sections Before Subtracting Bottom Elevations
Figure 6.23b Cross-sections After Subtracting Bottom Elevations
Figure 6.24a Cross-section Before Subtracting Bottom Elevation (with shaded area)
Figure 6.24b Cross-sections Before Subtracting Bottom Elevation (shaded area removed)

 

Figure 7.1 Contra Costa Canal EC (Sac, CVP)
Figure 7.2 Contra Costa Canal EC (Sac, SWP)
Figure 7.3 Jersey Point EC (Sac, CVP)
Figure 7.4 Jersey Point EC (Sac, SWP)
Figure 7.5 Estimated SAC (CIMEC method assuming Jersey Point EC Controlling)
Figure 7.6 Monthly Carriage Water Estimate for a 500 cfs Reduction in Exports
(CIMEC method with Jersey Point EC Controlling)

Figure 7.7 Estimated SAC with Historic Exports vs. Estimated SAC when Historic Exports Reduced by 500 cfs CCC EC controlling)
Figure 7.8 Monthly Carriage Water Estimate for a 500cfs Reduction in Exports
(CIMEC method with CCC EC controlling)

Figure 7.9 Carriage Water Estimate 1991 DWB Pumping (Jersey Point EC controlling)
Figure 7.10 Carriage Water Estimate 1991 DWB Pumping (CCC EC controlling)

 

Figure 8.1 Data Sessions
Figure 8.2 Data Reference Groups
Figure 8.3 Two-dimensional Plots
Figure 8.4 Data Displayed in Tabular Format

 

Figure 9.1 Martinez/Mallard Island
Figure 9.2 Antioch/Three Mile Slough
Figure 9.3 Collinsville/Rio Vista
Figure 9.4 San Joaquin R. at Highway 4/Old R. below Tracy Road
Figure 9.5 Old R. at Bacon Island/Middle R. at Bacon Island
Figure 9.6 Columbia Cut/Turner Cut
Figure 9.7 Grantline Canal/Old R. near Clifton Court Forebay
Figure 9.8 Piper Slough/Dutch Slough
Figure 9.9 Three Mile Slough/San Joaquin R. at Jersey Point
Figure 9.10 Potato Slough/Honker Cut
Figure 9.11 North Fork Mokelumne R. below Snograss Slough/
South Fork Mokelumne R

Figure 9.12 Georgiana Slough near Sacramento R
Figure 9.13 Miner Slough/Steamboat Slough
Figure 9.14 Sacramento R. South of Decker Island
Figure 9.15 Sacramento R. above Delta Cross-Channel Residual Flow/
Sacramento R. below Georgiana Slough Residual Flow

Figure 9.16 Delta Cross-Channel Residual Flow
Figure 9.17 Steamboat and Sutter Slough Residual Flow/
Cross Delta Residual Flow (DXC and Georgiana Slough

Figure 9.18 Sacramento R. at Freeport/Sacramento R. at Delta Cross-Channel
Figure 9.19 Sacramento R. below Georgiana Slough
Figure 9.20 Sacramento R. at Freeport Residual Flow/
Sacramento R. at Delta Cross-Channel Residual Flow

Figure 9.21 Sacramento R. below Georgiana Slough Residual Flow
Figure 9.22 Three Mile Slough/San Joaquin R.at Jersey Point (May)
Figure 9.23 Three Mile Slough Residual Flow/
San Joaquin R. at Jersey Point Residual Flow (May)

Figure 9.24 Three Mile Slough/San Joaquin R. at Jersey Point (October)
Figure 9.25 Three Mile Slough Residual Flow/
San Joaquin R at Jersey Point Residual Flow (October)
Figure 9.26 Central Delta Residual Flow (Old + Middle R.)
Figure 9.27 Old R. at Bacon Island/Middle R. at Bacon Island (January)
Figure 9.28 Old R, at Bacon Island/ Middle R. at Bacon Island (January/residual)
Figure 9.29 Time-value plots­­ Mallard/Collins (1992)
Figure 9.30 Time-value plots­­ Emmaton/Rio Vista (1992)
Figure 9,31 Time-value plots­­ Antioch/Jersey Point (1992)
Figure 9.32 Time-value plots­­CCC/Holland (1992)
Figure 9.33 Time-value plots­-Victoria/Union (1992)
Figure 9.34 Time-value plots­-Stockton/Mossdale (1992)
Figure 9.35 Time-value plots­-Mallard/Collins (20-yr)
Figure 9.36 Time-value plots­-Emmaton/Rio Vista (20-yr)
Figure 9,37 Time-value plots­­ Antioch/Jersey Point (20-yr)
Figure 9.38 Time-value plots­­CCC/Holland (20-yr)
Figure 9.39 Time-value plots­-Victoria/Union (20-yr)
Figure 9.40 Time-value plots­-Stockton/Mossdale (20-yr)
Figure 9.41 Time-value plots­-Mallard/Collins (7-yr)
Figure 9.42 Time-value plots­-Emmaton/Rio Vista (7-yr)
Figure 9,43 Time-value plots­­ Antioch/Jersey Point (7-yr)
Figure 9.44 Time-value plots­­CCC/Holland (7-yr)
Figure 9.45 Time-value plots­-Victoria/Union (7-yr)
Figure 9.46 Time-value plots­-Stockton/Mossdale (7-yr)
Figure 9.47 Time-value plots­-CCC Comparison


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