Contents

  • Cover
  • Front matter
  • Preface
  • Scope, purpose and use
  • 1. Terminology, economic analysis, risk management
    • 1.1 Terminology
    • 1.2 Economic analysis
    • 1.3 Understanding risk
  • 2. Regulations, consents and approvals
    • 2.1 National Environmental Standards for Plantation Forestry (NES-PF)
    • 2.2 Heritage New Zealand Pouhere Taonga
    • 2.3 The Health and Safety at Work Act
    • 2.4 NZ Transport Agency approval for access onto state highways
    • 2.5 District council approval for access onto council roads
  • 3. Planning for roads
    • 3.1 Road classes
    • 3.2 Arterial roads
    • 3.3 Secondary roads
    • 3.4 Spur roads
    • 3.5 Establishment tracks
    • 3.6 Spatial information
    • 3.7 Initial field work
    • 3.8 Manual design method: Stepping out a roadline on a topo
    • 3.9 Running a grade line in the field
    • 3.10 Full road design
    • 3.11 Working with road survey data
    • 3.12 Geometric road design
    • 3.13 Curve widening
    • 3.14 Horizontal alignment
    • 3.15 Vertical alignment
    • 3.16 Calculating the safe stopping distance
    • 3.17 Setting out the roadline
  • 4. Planning for landings
    • 4.1 Common landing layouts
    • 4.2 Landing planning considerations
  • 5. Road and landing construction
    • 5.1 Soil and rock properties
    • 5.2 Managing adverse environmental effects
    • 5.3 Marking clearing widths
    • 5.4 Roadline salvage
    • 5.5 Daylighting
    • 5.6 Road formation
    • 5.7 Drainage control during earthwork construction
    • 5.8 Earthwork machinery
    • 5.9 Estimating machinery production
    • 5.10 Stabilising cut and fill slopes during construction
  • 6. Pavement design, subgrade preparation, pavement construction
    • 6.1 Traffic loading
    • 6.2 Evaluating subgrade properties
    • 6.3 Determining pavement depth
    • 6.4 Pavement material properties
    • 6.5 Compaction of subgrade and pavement
    • 6.6 Compaction equipment
    • 6.7 Pavement construction
    • 6.8 Weak subgrades
    • 6.9 Chemical stabilisation of pavement or subgrade
  • 7. Erosion, sediment and slash control structures
    • 7.1 Ditches
    • 7.2 Cut-outs
    • 7.3 Berms
    • 7.4 Drainage culverts
    • 7.5 Flumes
    • 7.6 Sediment traps and soak holes
    • 7.7 Silt fences
    • 7.8 Sediment retention ponds
    • 7.9 Debris traps
  • 8. River crossings
    • 8.1 Fish passage
    • 8.2 Selecting the location and crossing type
    • 8.3 Fords
    • 8.4 Temporary river crossings
    • 8.5 Single culvert river crossings
    • 8.6 Battery culvert river crossings
    • 8.7 Drift deck river crossings
    • 8.8 Single span bridge river crossings
    • 8.9 Prediction of flood flows, and sizing culverts
  • 9. Road maintenance, repairs and upgrades
    • 9.1 Maintenance programme
    • 9.2 Economic evaluation of road maintenance projects
    • 9.3 Managing maintenance requirements
    • 9.4 Commonly used maintenance machinery
    • 9.5 Road surface maintenance
    • 9.6 Road foundation maintenance
    • 9.7 Landing rehabilitation and decommissioning
    • 9.8 Roadside vegetation maintenance
    • 9.9 Erosion and sediment control structure maintenance
    • 9.10 River crossing maintenance
  • Forest road engineering terminology
  • References
  • Websites, resources, databases
  • Appendix: Forest Roads For High Productivity Motor Vehicles (HPMV) with Two Drive Axles Log Trucks

NZ Forest Road Engineering Manual

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  2. 7. Erosion, sediment and slash control structures ›
  3. 7.5 Flumes
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7.5 Flumes

The flume has good fall to reduce silting, is well pegged, and drains into slash to reduce erosion. Ribbed flumes slow water down compared with smooth bored flumesThe fully flexible pipe is a good option for this exposed locationFlumes help to protect earthworks from erosion by conveying water over vulnerable areas, such as fill and batter slopes, to more stable ground. Most roads in hill country require sections to be flumed. Flumes, like drainage culverts, require fall to reduce silting up. Install flumes at the time of drainage culvert construction.

Flumes come in several types. They are often made of half round sections of flexible corrugated material, such as polyethylene half round sections. Flexible flumes are less prone to failure, as they bend to follow the terrain and the corrugations decrease the water speed. Corrugated iron should not be used. Consider using flexible, full round flumes for very windy sites, as they can better withstand windy conditions compared to half round flumes. Culvert sock flumes are an enclosed fabric sock. As their name suggests, the sock flume is pulled over the culvert, and clamped on to the culvert outlet. They can be used where standard fluming would not work effectively, for example, if directing water over long and unstable fills.

Galvanised iron or tin flumes are not good practice. They increase water speed, and cannot easily follow the terrain. The sheets do not lock together, and can fall apartRock armouring cut-outs and culvert exits are an effective way to reduce water speed and scouringFlumes can also be used to direct water to additional sediment and stormwater control measures, such as slash and sediment traps. Where the flume discharges to stable ground, still consider slash, rock or half pipe energy dissipation at the outlet to reduce the velocity and energy of the discharge. Where additional sediment control structures are to be used, ensure the flume is located at a suitable site to construct these.

Construct a solid flume entrance that will not be bypassed by storm flow. Inlets to flumes are a common failure point. Ensure the entrance is well compacted and armoured, if necessary. Ensure the flume is anchored and well supported to avoid displacement or separation from the culvert outlet. Make sure that the flume has a minimum slope of 3 %. This will stop the flume from infilling with sediment.

Be careful with culvert sock installation. Secure the sock to the culvert so that water does not undercut or rip off the sock. Ensure the sock has a minimum slope of 5%. This will stop the sock from infilling with sediment. Anchor the sock eyelet and attach it to the ground for its entire length to avoid twisting. Twisting can lead to the sock malfunctioning, and the weight of sediment and water can pull it off the culvert. Consider installing socks upside down, with tie-down points tied up to the holes in steel Y-posts (waratahs), to stop potential rolling in strong wind locations if other installation methods have failed.

Flumes are needed to reduce fill scour or fill failure. This unprotected outlet will become an issue on the first rain then become an on-going problem
Many components in this image are poor practice. The flume entrance is likely to be bypassed, the flume is poorly pegged, and debris from the slope above is already rolling into the lower flume and partially blocking it. This will create infrastructure and environmental risk
The flume failed because the outlet was not armoured so water undermined and collapsed it
An effective way to reduce sediment is to use an energy dissipater like slash, rock or a short section of flume perpendicular at the exit, in conjunction with a silt fence
Culvert sock securely attached to culvert and anchored
A poorly designed and secured sock; the inlet has been bypassed and the wind has twisted it
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