Mean Flow Characteristics in a Rock-Ramp-Type Fish Pass

AbstractDetailed mean flow characteristics generated by a staggered arrangement of boulders in a rock-ramp-type naturelike fish pass were investigated experimentally at three different channel slopes (5%, 3%, and 1.5%). The results showed that this type of fish pass can produce adequate water depth and favorable flow velocity suitable for fish passage. Three different characteristic velocity regions were identified, namely, downstream of boulders (wake region), intermediate region, and upstream of boulders. Some general correlations were developed for predicting the flow depth and velocity in a rock-ramp fish pass as a function of normalized discharge. Moreover, a flow-resistance analysis based on basic concepts for wake-interference flow regime in this fish pass has resulted in a general equation for the average velocity. This study improves the understanding of the complex flow characteristics in a rock-ramp fish pass.

[1]  P. Franklin,et al.  Restoring connectivity for migratory native fish in a New Zealand stream: effectiveness of retrofitting a pipe culvert , 2012 .

[2]  A. Roy,et al.  The spatial characterization of turbulence around large roughness elements in a gravel-bed river , 2008 .

[3]  N. Rajaratnam,et al.  Flow regimes and structure in pool and weir fishways , 2004 .

[4]  J. Bathurst Flow Resistance Estimation in Mountain Rivers , 1985 .

[5]  J. A. Kells,et al.  Nature-Like and Conventional Fishways: Alternative Concepts? , 2001 .

[6]  I. Reid,et al.  The influence of microform bed roughness elements on flow and sediment transport in gravel bed rivers , 1990 .

[7]  Panayiotis Diplas,et al.  Applying spatial hydraulic principles to quantify stream habitat , 2006 .

[8]  R. G. Millar,et al.  ADV Data Analysis for Turbulent Flows: Low Correlation Problem , 2002 .

[9]  Nallamuthu Rajaratnam,et al.  Mean Flow and Turbulence Structure in Vertical Slot Fishways , 2006 .

[10]  P. K. Mohanty,et al.  Flume Studies of Flow in Steep, Rough Channels , 1960 .

[11]  A. Jordanova,et al.  Low flow hydraulics in rivers for environmental applications in South Africa , 2008 .

[12]  Christos Katopodis,et al.  The development of fish passage research in a historical context , 2012 .

[13]  J. Paul Tullis,et al.  Free Surface, Velocity Gradient Flow Past Hemisphere , 1970 .

[14]  C. Rennie,et al.  Laboratory Investigation of Turbulent Flow Structure around a Bed-Mounted Cube at Multiple Flow Stages , 2012 .

[15]  Daryl B. Simons,et al.  Resistance Equation for Large-Scale Roughness , 1981 .

[16]  R. W. Wang,et al.  Experimental and field approach to the hydraulics of nature-like pool-type fish migration facilities , 2011 .

[17]  V. Ferro Flow resistance in gravel‐bed channels with large‐scale roughness , 2003 .

[18]  Stefano Pagliara,et al.  Flow resistance in large-scale roughness condition , 2008 .

[19]  N. Rajaratnam,et al.  Flow around Cylinders in Open Channels , 2008 .

[20]  R. Blevins Applied Fluid Dynamics Handbook , 1984 .

[21]  I. Cowx,et al.  An evaluation of instream habitat restoration techniques on salmonid populations in a Newfoundland stream , 1997 .

[22]  N Rajaratnam,et al.  Hydraulics of Vertical Slot Fishways , 1986 .

[23]  A. Haro,et al.  Evaluation of Nature-Like and Technical Fishways for the Passage of Alewives at Two Coastal Streams in New England , 2012 .

[24]  Steven Weiss,et al.  Conceptual Guidelines for Nature-like Bypass Channels , 1998 .

[25]  Brian M. Stone,et al.  Hydraulic resistance of flow in channels with cylindrical roughness , 2002 .

[26]  N. Rajaratnam,et al.  Yaw Probe used as Preston Tube , 1968, The Aeronautical Journal (1968).

[27]  James C. Bathurst,et al.  At-a-site variation and minimum flow resistance for mountain rivers , 2002 .

[28]  R. Hotchkiss,et al.  Unobstructed and Obstructed Turbulent Flow in Gravel Bed Rivers , 2005 .

[29]  Athanasios N. Papanicolaou,et al.  ADV Measurements around a Cluster Microform in a Shallow Mountain Stream , 2007 .

[30]  N. Rajaratnam,et al.  Hydraulics of simple habitat structures , 2001 .

[31]  J. Harris,et al.  Assessment of Rock-ramp fishways , 1996 .

[32]  Nian-Sheng Cheng,et al.  Calculation of Drag Coefficient for Arrays of Emergent Circular Cylinders with Pseudofluid Model , 2013 .

[33]  Vladimir Nikora,et al.  Despiking Acoustic Doppler Velocimeter Data , 2002 .

[34]  Maurice J. Duncan,et al.  Relatively Rough Flow Resistance Equations , 2002 .

[35]  Fun Shao,et al.  Civil and environmental engineering , 2014 .

[36]  C. Tropea,et al.  The Flow Around Surface-Mounted, Prismatic Obstacles Placed in a Fully Developed Channel Flow (Data Bank Contribution) , 1993 .

[37]  Steven N. Francoeur,et al.  Physical characterisation of microform bed cluster refugia in 12 headwater streams, New Zealand , 1997 .

[38]  Thorsten Stoesser,et al.  Effects of a fully submerged boulder within a boulder array on the mean and turbulent flow fields: Implications to bedload transport , 2012, Acta Geophysica.

[39]  Panayiotis Diplas,et al.  Using two-dimensional hydrodynamic models at scales of ecological importance , 2000 .

[40]  Henry M. Morris,et al.  Flow in Rough Conduits , 1955 .