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Design For Fish Passage at Roadway - Stream Crossings: Synthesis Report


List of Tables

  • Table 1.1 Possible Geomorphic Responses and Impacts of a Stream Channel to an Undersized Culvert (adapted from Bates et al. 2006)
  • Table 1.2 FHWA Culvert Design Technologies and Supporting Guidance
  • Table 1.3 Report Preview
  • Table 2.1 Movement Type as It Relates to Muscle System Utilization (adapted from Bell 1986)
  • Table 2.2 Minimum Depth Criteria for Successful Upstream Passage of Adult Salmon and Trout, Customary Units (Everest et al. 1985)
  • Table 2.3 Fish-Passage Design Criteria for Culvert Installations, Customary Units (Bates et al. 2003)
  • Table 3.1 State Fish Passage Depth Requirements
  • Table 3.2 Description of Barriers to Fish Passage and Possible Effects
  • Table 4.1 Specific Culvert Characteristics Useful in Assessment, Including Possible Barrier Types (Coffman 2005)
  • Table 4.2 Fish Passage Barrier Types and Their Potential Impacts (Taylor and Love 2003)
  • Table 5.1 State and Agency Guidelines for High Fish Passage Flows, Customary Units (adapted from Clarkin et al. 2003)
  • Table 5.2 State and Agency Guidelines for Low Fish Passage Flows, Customary Units (adapted from Clarkin et al. 2003)
  • Table 5.3 Flows Used in Determining Adequate Streambed Stability (adapted from Clarkin et al. 2003)
  • Table 6.1 Summary of Geomorphic, Biologic and Hydraulic Characteristics of Various Crossing Options
  • Table 6.2 Stream Classification by Montgomery and Buffington (from Bunte and Abt 2001)
  • Table 6.3 Morphological Characteristics of the Major Rosgen Stream Types (Bunte and Abt 2001)
  • Table 6.4 Angle of Repose, Shield's Parameter and Critical Shear Stress Values for Gravel-, Cobble- and Boulder-Sized Particles (Bates et al. 2006)
  • Table 6.5 Prediction of Water Depth for a Given Maximum Particle Size that Has Been Moved (Bates et al. 2003)
  • Table 6.6 Comparison of Channel Profile Design Structures Used to Control Grade either Upstream or Downstream of a Culvert (adapted from Bates et al. 2003 with additional comments from other sources)
  • Table 6.7 Advantages and Disadvantages of Different Culvert Shapes for Fish Passage Installations (from White 1997; Norman et al. 2005; Bates et al. 2003; Robison et al. 1999)
  • Table 7.1 Design Recommendations Based on Channel Types (adapted from Bates et al. 2006)
  • Table 7.2 Comparison of Geomorphic Simulation Techniques
  • Table 7.3 Flow Capacity for Non Embedded Circular and Pipe-Arch Culverts, Customary Units*† (Robison et al. 1999)
  • Table 7.4 Comparison of Percent of Culvert Diameter or Rise with Baffles or Embedding and Corresponding Cross-Sectional Area Loss for the Culvert (Robison et al. 1999)
  • Table 7.5 Comparison of Hydraulic Simulation Design Techniques
  • Table 7.6 Baffle Hydraulics (Bates et al. 2003)
  • Table 7.7 Water Velocity Requirement for Culvert Installations in Oregon, Customary Units (Robison et al. 1999)
  • Table 7.8 Comparison of Hydraulic Design Techniques
  • Table 8.1 Modeled Hydraulic Conditions at Fish Passage Design Flows for John Hatt Creek (Customary Units)
  • Table 10.1 Types of Monitoring (adapted from Collins 2003)
  • Table 10.2 Monitoring Questions, Parameters, Effectiveness, Criteria and Field Methods (adapted from Harris 2005)
  • Table A.1 Overview of SI
  • Table A.2 Relationship of Mass and Weight
  • Table A.3 Derived Units with Special Names
  • Table A.4 Useful Conversion Factors
  • Table A.5 Prefixes
  • Table A.6 Physical Properties of Water at Atmospheric Pressure in SI Units
  • Table A.7 Physical Properties of Water at Atmospheric Pressure (Customary Units)
  • Table A.8 Sediment Particles Grade Scale
  • Table A.9 Common Equivalent Hydraulic Units
  • Table A.10 Common Equivalent Hydraulic Units (continued)

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Updated: 04/07/2011

Contact:

Bert Bergendahl
720-963-3754
Bart.Bergendahl@dot.gov


FHWA
United States Department of Transportation - Federal Highway Administration