Hydraulic Analysis of River Habitat Conservation on the Sacramento River from Princeton to Beehive Bend Hydraulic Modeling of the Sacramento River, from RM 163 to RM 176, Glenn and Colusa Counties
Ayres and Associates, April 3, 2001.

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Report Text (119k)
1.0 INTRODUCTION
2.0 HYDRAULIC MODEL DEVELOPMENT
3.0 DESCRIPTION OF HYDRAULIC MODELS
3.1 Model Run 1
3.2 Model Run 2
3.3 Model Run 3
4.0 EVALUATION CRITERIA
4.1 Freeboard
4.2 Water Surface Elevation
4.3 Velocity
5.0 RESULTS OF HYDRAULIC MODELING
5.1 Model Run 1
5.2 Model Run 2
5.3 Model Run 3
6.0 CONCLUSIONS
7.0 REFERENCES

Figure 1 (774k) Project Location Map
Figure 2 (225k) Model Run 1, Existing Land Use Conditions and Cross Section Locations
Figure 3 (150k) Model Run 2, Existing Land Use Conditions and Cross Section Locations
Figure 4 (150k) Model Run 3, Existing Land Use Conditions and Cross Section Locations

Table 1 (240k) Mannings Roughness Coefficients
Table 2 (207k) Model Run 2, Comparison of HEC-RAS Water Surface Elevations, February, 2001
Table 3 (216k) Model Run 3, Comparison of HEC-RAS Water Surface Elevations, February, 2001

Plate 1 (60k) Graph: Sacramento River Water Surface Profiles (River Mile 163-176)
Plate 2 (112k) Graph: Sacramento River Minimum Freeboard at 150,000 cfs (River Mile 163-176)
Plate 3 (42k) Graph: Sacramento River Channel Velocity (River Mile 163-176)

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