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Scottish Road Network Landslides Study - University of Glasgow

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3.2.1 Hazard Factors<br />

30<br />

INFORMATION SOURCES<br />

Hazard factors are those conditions from the past (e.g. geology), present (e.g. slope angle) and<br />

future (e.g. forecast rainfall) which determine either individually or in combination with other<br />

factors the potential for a debris flow event to occur, and thus the existence <strong>of</strong> that type <strong>of</strong><br />

hazard.<br />

Many hazard factors were identified at the Project Workshop and these are divided into a<br />

number <strong>of</strong> categories. These are developed further in Sections 5 and 6.3, but for the moment<br />

are listed with no attempt to relate factors to each other, to eliminate repetition, omission or,<br />

indeed, to ensure that each factor resides in the correct category.<br />

1. Geological:<br />

a) Superficial and underlying<br />

conditions.<br />

b) Structural control (e.g. bedding<br />

and dip).<br />

c) Drift location and thickness.<br />

d) Grading.<br />

e) Rockhead pr<strong>of</strong>ile.<br />

f) Weathering.<br />

g) Permeability.<br />

h) Cohesion.<br />

i) Grain size.<br />

j) Pore pressure.<br />

k) Soil properties.<br />

l) Scale.<br />

m) Glacial history.<br />

n) Soil properties.<br />

o) Moisture content.<br />

2. Geomorphic:<br />

a) Slope angle.<br />

b) Slope aspect.<br />

c) Slope height.<br />

d) Instability features.<br />

e) Paleo-landforms.<br />

f) Stream issues.<br />

g) Hydrological.<br />

h) Breaks in slope.<br />

i) Proximity <strong>of</strong> toe to<br />

carriageway.<br />

j) Rock outcrops.<br />

k) Natural barriers.<br />

3. Geotechnical:<br />

a) Pore water pressure.<br />

b) Saturation point.<br />

c) Ground water table.<br />

d) Sheer strength parameters.<br />

e) Relative density.<br />

f) Void ratio.<br />

g) Rock weathering<br />

characteristics.<br />

h) Erodibility.<br />

i) Maximum particle size.<br />

4. Hydrological:<br />

a) Channel width and depth.<br />

b) Roughness.<br />

c) Sinuosity.<br />

d) Catchment area.<br />

e) Run<strong>of</strong>f coefficients.<br />

f) Culvert alignment, shape and<br />

capacity.<br />

g) Channel location.<br />

h) Side slope stability.<br />

i) Displacement <strong>of</strong> culvert<br />

relative to stream.<br />

j) Catchment infiltration.<br />

k) Catchment drainage.<br />

5. Vegetation:<br />

a) Afforestation.<br />

b) Peat.<br />

c) Scarring.<br />

d) Ground coverage.<br />

e) Type.<br />

f) Deforestation.<br />

6. Land Use:<br />

a) Agriculture.<br />

b) Forestry.<br />

c) Communities.<br />

d) Infrastructure.<br />

e) Utilities.<br />

f) Sensitive developments.<br />

g) Forestry roads.

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