Forest Road Engineering Guidebook - Ministry of Forests
Forest Road Engineering Guidebook - Ministry of Forests
Forest Road Engineering Guidebook - Ministry of Forests
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In planning the layout <strong>of</strong> the structure:<br />
• Choose an appropriate location, along a stream reach with uniform or<br />
uniformly varying flow close to the proposed crossing, to measure a<br />
cross-section. Sketch the cross-section <strong>of</strong> the stream gully, showing evidence<br />
<strong>of</strong> the high water level, present water level, and the depth <strong>of</strong> the<br />
stream across the bottom. The cross-section should extend back from the<br />
stream an appropriate distance to show the terrain that affects the proposed<br />
crossing and road alignment.<br />
• Note any visual evidence <strong>of</strong> high water.<br />
• Measure and record the average gradient <strong>of</strong> the stream at the crossing and<br />
at the cross-section if the two are taken at different locations.<br />
• Record the soil type, soil pr<strong>of</strong>ile, parent material, and substrate material<br />
at the crossing and describe the stream bottom.<br />
• Describe the stream channel (debris loading, bank stability, crossing location<br />
on a fan, bedload problem, etc.).<br />
If the site is a fish stream or a potential fish stream, the Fish-stream Crossing<br />
<strong>Guidebook</strong> should be consulted for site and design requirements.<br />
Estimating design discharge for streams<br />
The following guidelines apply to determining the design discharge for<br />
streams for a particular recurrence interval. Establishing a return period provides<br />
a benchmark <strong>of</strong> the relative risk to be attached to any particular design.<br />
These guidelines should not preclude use <strong>of</strong> other reasonable and accepted<br />
methods for determining the design discharge. Pr<strong>of</strong>essional engineers, who in<br />
the course <strong>of</strong> carrying out their pr<strong>of</strong>essional functions as designers <strong>of</strong> a<br />
bridge or a major culvert (2000 mm or greater in diameter or with discharges<br />
<strong>of</strong> 6 m 3 /sec or greater), are ultimately responsible for establishing the design<br />
discharge for that structure. Others determining stream discharges should be<br />
familiar with methods and their limitations, or consult those with training and<br />
experience in stream discharge determination.<br />
Factors affecting run<strong>of</strong>f<br />
<strong>Forest</strong> <strong>Road</strong> <strong>Engineering</strong> <strong>Guidebook</strong><br />
The run<strong>of</strong>f and behaviour <strong>of</strong> a stream depends on many factors, most <strong>of</strong><br />
which are not readily available or calculable, such as:<br />
• rainfall (cloudbursts; hourly and daily maxima)<br />
• snowpack depth and distribution, and snowmelt<br />
• contributory watershed area, shape, and slope<br />
• topography and aspect<br />
• ground cover<br />
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