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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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