RedVector RV-6898

Culvert Design for Fish Passage 1 - Basics and Design

Culvert Design for Fish Passage 1 - Basics and Design

3 hrs. Online Course

Level: Advanced

Item#: RV-6898

SME: Mark Peterson, P.E., M.ASCE

This course has been discontinued
 
Installation of a culvert to carry a small stream under a roadway is a very common practice. However, culverts quite often function as a barrier to fish, isolating them from important habitat areas. Proper design of culverts considers length, slope and flow velocity of the culvert and fish species and size. This 3-hour online course is the first of a two-part series which covers culvert design for fish passage. This course covers basic habitat issues, culvert impact, planning and design options.

Extensive research on design has been conducted in the state of Washington and serves as the basis for this course. The primary species of concern in Washington are salmon and trout. While the guidance was written specific to Washington, the vast majority of the guidance is applicable to any location where fish passage through culverts is required and much of the guidance applies to all species of fish, not just salmon and trout. Much of the early work in fish passage through culverts focused on swimming speeds of fish species vs. velocities in the culvert. This recent work addresses that issue but goes significantly beyond swimming speeds to identify other design approaches that work better and provide passage for fish other than the target species and size.
Course Objectives

At the conclusion of the course, you will be familiar with:

  • The basic habitat issues related to road crossings, including spawning habitat, rearing habitat, loss of food production and mitigation of direct habitat losses
  • The basics of how culverts impact water quality and ecological connectivity, and the potential upstream and downstream impacts of culvert installation
  • How culverts can create barriers to fish passage
  • How culvert siting and land-use planning can affect fish passage
  • When a bridge should be considered instead of a culvert
  • The No-Slope Design Option and when it should be used
  • The Hydraulic Design Option, including culvert lengths, fish species impacts, hydrology, velocity and depth, channel backwater considerations, culvert elevations, flood flow capacity requirements and channel profile considerations
  • The Stream-Simulation Design Option, including site suitability, assessment of the adjacent stream, culvert size and type, culvert bed configuration and design, and bed material gradation and placement considerations
SUBJECT MATTER EXPERT: Mark Peterson, P.E., M.ASCE
Mark Peterson, P.E., M.ASCE Photo
Mr. Peterson has a BS and MS from Montana State University and more than 28 years of engineering experience in hydrology and hydraulics. He is currently a senior engineer with Kadrmas, Lee and Jackson and has worked extensively in both the private sector and in state government. He is licensed as a PE in MN, MT, ND, SD and WY. He was chairman of a three-person committee that re-wrote the Hydraulics Manual for the Montana Department of Transportation and authored the storm water regulations for subdivisions in Montana. He also teaches a two-day course on Introduction to Detention Pond Design for the American Society of Civil Engineers throughout the U.S.