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1. Introduction

Department of Transportation, Office of Pipeline Safety. A4K4Y9," November, Service, "National Wetlands Inventory," U. Michael A. Survey, "Hydrography," U.

Department of the Interior, Geological Survey, 20 June GL Report No. Bushnell and K.

dnv rp f109 pdf

January Ross Environmental Research Ltd. Because this analysis is very preliminary, two wall thicknesses were chosen.

These two wall thicknesses would cover the majority of uses on the project. Additionally, the differences between the US and Canadian design codes pose another level of complexity.

This was removed by taking the more conservative approach from each country.

CSA Clauses 4. References: 1. ASME B The Trans Mountain Pipeline Expansion project in British Columbia, Canada proposes to employ an underground tunnel as a feasible alternative to surface-level pipeline construction between Burnaby Mountain Terminal and Westridge Marine Terminal. In Hawaii, petroleum products flow by gravity through and in.

There are also many examples of successful pipeline tunnel projects in Europe, including the large Corrib Gas pipeline tunnel in Ireland. In addition, a short tunnel section of the Camisea pipeline system in Peru was installed to avoid identified landslide geohazards.


Based on the geotechnical Independent Alternatives Analysis for the Straits Pipeline Geological Model report, dated 28 November see Attachment 3 as listed in Appendix S of this report , a preliminary geological interpretation of the tunnel conditions has been developed.

The geotechnical report describes the geologic deposits revealed from the explorations and testing conducted for the Mackinac Straits Bridge and provides supplementary information from the Bruce DGR site in Ontario in similar rock conditions of the Michigan Basin.

Based on geological mapping and drilling conducted for the Mackinac Straits Bridge crossing, conditions and properties of bedrock formations at the Straits of Mackinac are variable, with evidence of paleokarst, brecciation and local faulting in some upper formations associated with the Mackinac Breccia Landes et al.

Underlying units are generally more competent and less permeable, with no evidence of the geological processes evident in the overlying formations. The rock mass conditions in these older formations may be more conducive to tunneling i. Detailed investigations, sampling and testing in the same bedrock formations at the Bruce DGR site provide a comprehensive geomechanics dataset that complements the earlier drilling and testing done at the Mackinac Straits Bridge crossing.

The location of the Mackinac Straits Bridge crossing is within miles of the proposed pipeline crossing. A profile at the bridge site indicates that soil overburden may be less than 50 feet thick. Surficial geology units include lacustrine silt and clay, glacial till, outwash deposits sand, boulders and sandy clay possibly till.

These surficial soils overlie varying thicknesses of limestones, dolomites, shales, with intergradations of salt and gypsum. Healed and partially healed sedimentary breccias occur in the Straits region. Potential for paleokarst features also may exist. Permeability of the formations ranges from low to high depending on location and depth. A top of bedrock profile interpreted from detailed drilling and probing of the Mackinac Straits Bridge crossing indicates a deep, ancient submerged river valley in the middle of the crossing, and a June 27, Draft Final Report E-1 Alternatives Analysis for the Straits Pipeline Doc.

Both valleys were formed late in the glacial period and penetrate the Bois Blanc and the St. Package also includes: Ibanez practice amp with reverb, tuner, gigbag, strap, picks, cable, accessory bag.

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In these cases, long-span suspension of pipelines is prone to occur and the safety of pipeline is seriously threatened [ 1 W. Design Parameter Characteristics in a Subsea Department of the Interior, Washington DC,