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Section 3.10: Site Plans and Technical Data - Rick Neufeld Comments

Section 3.10: Site Plans and Technical Data - Rick Neufeld Comments

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Northern Gateway Pipelines Inc.<br />

<strong>Section</strong> <strong>3.10</strong>: <strong>Site</strong> <strong>Plans</strong> <strong>and</strong> <strong>Technical</strong> <strong>Data</strong><br />

Table of Contents<br />

Typically, the current speeds diminish with water depth. The historical data indicate subsurface currents<br />

in the inl<strong>and</strong> waterways at depths below 75 to 100 metres are typically 3 to 20 cm/s (0.1 to 0.4 knots) with<br />

maximum speeds of 10 to 60 cm/s (0.2 to 1.2 knots) (Reference 10).<br />

A more recent study conducted between Sept. 2005 <strong>and</strong> Jan. 2006 (Reference 8) deployed an Acoustic<br />

Doppler Current Profiler (ADCP) unit in the manoeuvring area approximately 200 metres from shore at a<br />

depth of 179 metres. The results from this study indicate average near surface current speeds of 8 cm/s<br />

(0.15 knots) with a maximum near surface current speed of 51 cm/s (1.0 knot). The results also show a<br />

pronounced decrease in current speeds with respect to depth. At a depth of 40 metres the average <strong>and</strong><br />

maximum current speeds are 3.4 cm/s (0.07 knots) <strong>and</strong> 24 cm/s (0.5 knots) respectively or approximately<br />

half the near surface current speeds. At depths below 75 metres, current speeds are reduced even further.<br />

Overall, the results of this recent study are consistent with the historical data.<br />

As a further comparison with the historical data, the published tidal current velocities indicated on the<br />

CHS Marine Chart No. 3743 for Douglas Channel are 0.5 knots for flood conditions <strong>and</strong> 1 knot for ebb<br />

conditions.<br />

In addition to tidal currents, wind-generated surface currents may develop as energy is transferred from<br />

the wind to the water surface layer. In the open ocean, the current speed will be about 2 percent to 3<br />

percent of the wind speed. For the 100-year return wind with a speed of 25.6 metres/s, a wind-generated<br />

surface current of approximately 80 cm/s (1.5 knots) is estimated.<br />

Due to the confined nature of the inl<strong>and</strong> waterways, the currents typically flow in the direction of the<br />

channel, with cross channel flow being minimal. The currents at the proposed marine terminal flow in a<br />

NNE to SSW direction in alignment with the channel at this location.<br />

3.4.2 Currents at Berth Locations<br />

To determine the currents precisely at the berth locations an ADCP unit was deployed in 30 metres deep<br />

water, at the fender line of the proposed berths, from January to April 2006 (Reference 9). The average<br />

<strong>and</strong> maximum near surface currents speeds recorded at the berth locations were 10 cm/s (0.2 knots) <strong>and</strong><br />

66 cm/s (1.3 knots) respectively. The current speeds diminish with depth, with the average <strong>and</strong> maximum<br />

values at a depth of 29 metres being measured as 3.3 cm/s (0.06 knots) <strong>and</strong> 21.0 cm/s (0.4 knots)<br />

respectively. These results are in general agreement with those from the manoeuvring area.<br />

Since the footprint of the marine structures is very small compared to the overall channel size, (the width<br />

of the channel at the berth locations is approximately 2,700 metres wide), it is anticipated the proposed<br />

marine structures will have no influence on overall tidal levels or overall currents. Even directly at the<br />

berths, the effects on current velocities <strong>and</strong> directions should be minimal considering:<br />

The berths <strong>and</strong> moored ships are aligned with the channel sides <strong>and</strong> direction of current flow;<br />

Most marine structures are “open” structures providing little obstruction to current flow;<br />

Dredging volumes are insignificant compared to the overall channel size <strong>and</strong> volume of water; <strong>and</strong>,<br />

Significant underkeel clearance exists even under a fully loaded VLCC due to the steep bathymetry at the<br />

terminal location, thereby reducing any shallow water effects with respect to deep draught vessels.<br />

January 20, 2010 FINAL - Rev. 0 Page 3-7

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