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Everest International Consultants, Inc. 4.8 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Figure 4.5 Parametric Mean Periodic Tide in San Diego Bay

Everest International Consultants, Inc. 4.9 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report 

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Everest International Consultants, Inc. 4.10 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Figure 4.6 100-Year Return Period Flood Hydrographs

Everest International Consultants, Inc. 4.11 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report 

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Everest International Consultants, Inc. 5.1 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Figure 5.1 Parametric Mean Periodic Tide and 100-Year Flood Hydrographs

Everest International Consultants, Inc. 5.2 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report 

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Everest International Consultants, Inc. 5.3 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Water Elevation (ft, NAVD88)

Figure 5.2 100-Year Flood Maximum Water Elevations for Existing Conditions

Everest International Consultants, Inc. 5.4 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

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Figure 5.3 Existing Conditions Comparison with FEMA 100-Year Flood Map

Everest International Consultants, Inc. 5.5 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Arrival of flood 90 min after arrival of flood 3 hrs after arrival of flood

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Everest International Consultants, Inc. 5.6 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report 

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Everest International Consultants, Inc. 5.7 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

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Everest International Consultants, Inc. 5.8 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Arrival of flood 90 min after arrival of flood 3 hrs after arrival of flood

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Figure 5.6 100-Year Flood Water Elevations for Intertidal Alternative

Everest International Consultants, Inc. 5.9 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report 

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Everest International Consultants, Inc. 5.10 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Water Elevation (ft, NAVD88)

Figure 5.7 100-Year Flood Maximum Water Elevations for Subtidal Alternative

Everest International Consultants, Inc. 5.11 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Arrival of flood 90 min after arrival of flood 3 hrs after arrival of flood

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Everest International Consultants, Inc. 5.12 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Existing Conditions Intertidal Alternative Subtidal Alternative ~90 min after arrival of flood ~90 min after arrival of flood ~90 min after arrival of flood

Existing Conditions Intertidal Alternative Subtidal Alternative ~4 hr after arrival of flood ~4 hrs after arrival of flood ~4 hrs after arrival of flood

Figure 5.9 Comparisons of 100-Year Flood Water Elevations

Everest International Consultants, Inc. 5.13 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report 

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Everest International Consultants, Inc. 5.14 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

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Figure 5.10 Comparisons of 100-Year Flood Maximum Water Elevations

Everest International Consultants, Inc. 5.15 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Intertidal Alternative Subtidal Alternative

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Figure 5.11 100-Year Flood Impacts – Change in Maximum Water Elevations when Compared with Existing Conditions

Everest International Consultants, Inc. 5.16 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report 

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Everest International Consultants, Inc. 5.17 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Figure 5.12 100-Year Flood Elevations at Ponds 14 and 28

Everest International Consultants, Inc. 5.18 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report 

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Everest International Consultants, Inc. 5.19 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Intertidal Alternative Subtidal Alternative

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Figure 5.13 100-Year Flood Impacts along Bike Path

Everest International Consultants, Inc. 5.20 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Figure 5.14 15-Year and 100-Year Flood Elevations along Bike Path

Everest International Consultants, Inc. 5.21 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report 

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Everest International Consultants, Inc. 6.1 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

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Figure 6.1 100-Year Flood Maximum Velocities for Existing Conditions

Everest International Consultants, Inc. 6.2 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report

Velocity (ft/s)

Figure 6.2 100-Year Flood Maximum Velocities for Intertidal Alternative

Everest International Consultants, Inc. 6.3 Otay River Estuary Restoration Project Fluvial Hydraulics Study Report 

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