week 02 - survey & navigation Flashcards

1
Q

3 basic navigation measurements

A
  • distance
  • direction
  • elevation (or change in)
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2
Q

compass

A
  • measures deviation from North
    • may include correction for magnetic declination
      • Seattle/Kenmore decl. = 16° 7’ E
  • Ranger compass incl. mirror, to sight target while adjusting dial
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3
Q

azimuths

A
  • measure degrees, clockwise from N (0-360)
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4
Q

bearings

A
  • quadrants
  • latitudinal hemisphere (N/S), then 0-90 toward long. direction
  • 150° azimuth = S 60° E
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5
Q

to go in a certain direction…

A
  1. Dial in direction (under Fred)
  2. turn body around until Red is in the Shed
  3. follow Fred
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6
Q

To determine direction to object

A
  1. point Fred at object
  2. turn dial until Red is in the Shed
  3. read direction under Fred
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7
Q

Distance…

A
  • surveyor tape: record air temp. to account for shrinkage; hold level as horizontal dist. assumed
  • chain = 66 feet
  • pace = pair of left/right steps
  • clinometer: measures angular slopes / changes in elev.
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8
Q

Contour Maps…

A
  • contour lines are equal elevation
  • interval is diff. in elev. b/t two lines
  • every 5th line darker, marked w/ elev.
  • concentric circles: hill
  • even spacing: uniform slope
  • wide spacing: gentle slope | @ top of hill: flattop
  • narrow spacing: steep slope/wall/cliff | @ top: pointed
  • crossing/touching: overhang/cliff
  • jagged: outcrops, cliffs, fractured areas
  • V: streams/drainage, points uphill
  • U: ridge, bottom of U points downhill
  • circle + hatch lines: depression/pit/sinkhole
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9
Q

the Rational Formula

A

Q = ACi

  • Q: runoff, in cubic feet
  • A: subwatershed in sq. ft
  • C: runoff coefficient (runoff : total rainfall)
  • i: rainfall intensity
    • usually reportined in./hr… convert to feet

values of C

  • UBNA: ~.75
  • Forest: .10
  • Pasture: .20
  • Cultivated soil: .50
  • Pavment/roofs: .90
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10
Q

impoundment

A
  • something that holds water:
    • pond
    • wetland
    • detention
    • infiltration
  • created by:
    • excavation
    • dike/levee normal drainage, causing water to back up
  • calc. vol. of excavation
    • create cross-sections & calc area of each
    • Multiply the distance in feet between cross- sections times the average end area of any two adjacent cross-sections (???)
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