Site Analysis Flashcards

1
Q

Solar orientation

A

key considerations:
orientation of building to control solar heat gain/loss. location of outdoor spaces & activities. location of building entires

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2
Q

Solar altitude

A

angle above horizon

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3
Q

azimuth

A

angle north/south from east-west line

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4
Q

climatic regions in us

A

cool - canada, north/middle US, mountains of wyoming/co
TEMPERATE - middle US, NW & NE
Hot humid - SE
Hot Arid - SW

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5
Q

Cold climates general rules of thumb

A

minimize exposed surface area, compact forms, minimize heat loss. bury in hill/land.
minimize openings on N face, large windows on S face
entries to have air locks
landscape to block winds
mechanical heating & active solar heating - NO PASSIVE
increase thermal mass materials
dark exterior colors

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6
Q

Temperate climate general rules of thumb

A

minimize northern exposure, max southern exposure
block winter winds
provide night time ventilation for exhaust of hot air
passive & active solar heating
medium colors for exterior
block cold winter wind, accept cool summer wind
block summer sun, accept winter sun

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7
Q

Hot Humid climates rules of thumb

A

long, narrow. max cross ventilation. large windows, porches, breezeways
shade needed - trees or double roof
minimize thermal mass
provide shade for all openings
light exterior colors

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8
Q

Hot Arid climates rules of thumb

A

shade from direct sun
max thermal mass
night ventilation
pools of water can reduce local air temp
compact forms, small surface area
minimize openings & provide shade
light exterior colors

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9
Q

Passive solar heating

A

long, narrow building along e-w axis. integrate with daylighting design. thermal mass as design element. deciduous trees

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10
Q

Passive solar cooling

A

shading, natural ventilation, evaporative cooling

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11
Q

radiative cooling

A

thermal mass store heat in day & release at night

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12
Q

ground cooling

A

use coolness of earth to cool a building. uses ground source heat pumps

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13
Q

active solar

A

pv panels, mount to roof

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14
Q

Slope

A

G = d/l x 100%
G - slope of land
d - vertical distance between contours
l - horiztonal distance between points

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15
Q

Soil

A

pulverized upper layer of earth. categorized according to grain size, organic/inorganic

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16
Q

Gravel

A

larger than 2mm diameter
good for construction loads, drainage, sewer fields
not good for landscaping

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17
Q

Sand

A

0.05-2mm diameter. finest grain visible to eye
good for construction loads, drainage, sewer fields
not good for landscaping

18
Q

Silt

A

0.002mm - 0.05mm diameter. can’t see, but can feel
stable when dry, unstable when wet. swells/heaves
not good for raods or foundations unless extend below layer or are elastic to avoid damage

19
Q

Clay

A

less than 0.002mm diameter
expands when wet and slippery
not good for foundations or landscaping or sewer fields
retains water & drains slowly

20
Q

Peat & organic materials

A

good for landscaping
not good for foundations/road bases
usually must remove from site & replace with sand/gravel

21
Q

what soils have highest bearing capacity ?

A

bedrock, shale, slate

22
Q

hard pan

A

unbroken mixture of clay, sand and gravel

23
Q

standard penetration test

A

soil boring that takes a measure of density of granular soils and consistency of clays within sample
- measured in number of blows required to move boring a certain distance

24
Q

auger borings

A

used only for sand and clay. uses a standard auger bit

25
Q

wash borings

A

a water jet forces materials into a 2-4” D pipe. results in a heavily mixed boring

26
Q

karst landscape

A

an area comprised of soluble rocks, limestone, dolomite, or gypsum. the soil dissolves to form caves and peaks and can form sinkholes

27
Q

drainage

A

used to increased strength of soil

28
Q

fill

A

undesirable existing soil is remvoed from the site and new fill is brought in. new fill must be compactedp

29
Q

proctor test

A

determines optimal moisture content at which a given soil type achieves its maximum dry density

30
Q

sheepsfoot roller

A

machine used to compact fill

31
Q

densification of soil

A

achieved through on-site compaction, vibration, heavy weights, and piles filled with sand

32
Q

surcharging

A

pre-loading the ground with fill to compact and settle the underlying soil. then remove fill before constructionm

33
Q

mixing

A

add a layer of sand or gravel and mix into existing soil

34
Q

frost/frost line

A

foundations and footings should be placed below the frost line, the deepest point in the ground to which ground water will freeze

35
Q

angle of repose

A

natural angle a pile of dirt takes when at rest

36
Q

silt fence

A

used during construction to catch eroded sediment on site before it enters the storm sewer. fences are placed parallel to contours

37
Q

gully erosion

A

removal of soil along drainage lines by surface water runoff
deep, wide, and unstable channels are formed

38
Q

sheet erosion

A

uniform overland flow, can be difficult to notice

39
Q

splash erosion

A

first stage in erosion process that occurs when raindrops hit bare soil

40
Q

rill erosion

A

removal of soil by concentrated water running through small stremlets

41
Q
A