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GS 2 (Lec 1 & 2)
21問 • 1年前
  • Na Me
  • 通報

    問題一覧

  • 1

    method of surveying and mapping that uses a set of standard survey points as reference points for all subsequent surveys.

    Control Surveying

  • 2

    method of surveying and mapping that uses a set of ___________ as reference points for all subsequent surveys.

    standard survey points

  • 3

    method of surveying and mapping that uses a set of standard survey points as _________ or all subsequent surveys.

    reference points

  • 4

    typically placed in locations that are easily identifiable

    Control Points

  • 5

    determination of the precise position of a number of stations which are distributed over a large area.

    Control Surveying

  • 6

    used to establish the horizontal position of points in a survey network and also used to measure distances and angles between points and to establish the relative positions of points in a plane.

    Horizontal Control Survey

  • 7

    Three Types of Horizontal Control Survey

    Control by Traversing, Control by Trilateration, Control by Triangulation

  • 8

    consist of closed polygons with most of the sides and angles measured directly in the field

    Control by Traversing

  • 9

    series of horizontal distances and directions are observed to connect points whose positions are to be determined

    Control by Traversing

  • 10

    _____ are measured more accurately than ______ .

    distances, angles

  • 11

    consist of networks of geometric figures with almost all of the angles measured directly in the field and with relatively few of sides, measured.

    Control by Triangulation

  • 12

    lengths of the sides of a series of triangles are measured and the angles from the lengths

    Control by Trilateration

  • 13

    Mountainous and hilly: Flat, Open Terrain:

    Triangulation, Traverse

  • 14

    used to measure the elevation of the points in the survey area.

    Vertical Control Survey

  • 15

    3 Types of Veetical Control Survey

    Barometric, Differential, Trigonometric

  • 16

    best run over level or gently sloping terrain.

    Differential Leveling

  • 17

    used when transferring elevations from precise leveling circuits to selected triangulation stations.

    Trigonometric Leveling

  • 18

    well suited for reconnaissance surveys where approximate elevations are required

    Barometric Leveling

  • 19

    the surveys conducted covering extensive areas

    Geodetic Control Survey

  • 20

    surveys conducted to establish the positions of points of reference for projects with a limited geographic coverage

    Project Control Survey

  • 21

    Parts of Markings of Monuments

    Provincial Code, Control Point Number, Year Established, Order of Accuracy, Office or entity that established the reference monument

  • M#5 Section and Title v2

    M#5 Section and Title v2

    ユーザ名非公開 · 32問 · 13日前

    M#5 Section and Title v2

    M#5 Section and Title v2

    32問 • 13日前
    ユーザ名非公開

    MPLE

    MPLE

    ユーザ名非公開 · 41問 · 13日前

    MPLE

    MPLE

    41問 • 13日前
    ユーザ名非公開

    Weekly Test 3

    Weekly Test 3

    ユーザ名非公開 · 50問 · 13日前

    Weekly Test 3

    Weekly Test 3

    50問 • 13日前
    ユーザ名非公開

    Weekly Test 2

    Weekly Test 2

    ユーザ名非公開 · 50問 · 13日前

    Weekly Test 2

    Weekly Test 2

    50問 • 13日前
    ユーザ名非公開

    Weekly Test 1

    Weekly Test 1

    ユーザ名非公開 · 50問 · 13日前

    Weekly Test 1

    Weekly Test 1

    50問 • 13日前
    ユーザ名非公開

    Refresher SPDI 1

    Refresher SPDI 1

    ユーザ名非公開 · 9問 · 13日前

    Refresher SPDI 1

    Refresher SPDI 1

    9問 • 13日前
    ユーザ名非公開

    Refresher SPDI 1

    Refresher SPDI 1

    ユーザ名非公開 · 100問 · 13日前

    Refresher SPDI 1

    Refresher SPDI 1

    100問 • 13日前
    ユーザ名非公開

    Definition of Terms 3

    Definition of Terms 3

    ユーザ名非公開 · 90問 · 13日前

    Definition of Terms 3

    Definition of Terms 3

    90問 • 13日前
    ユーザ名非公開

    Definition of Terms 2

    Definition of Terms 2

    ユーザ名非公開 · 90問 · 13日前

    Definition of Terms 2

    Definition of Terms 2

    90問 • 13日前
    ユーザ名非公開

    Definition of Terms 1

    Definition of Terms 1

    ユーザ名非公開 · 90問 · 13日前

    Definition of Terms 1

    Definition of Terms 1

    90問 • 13日前
    ユーザ名非公開

    WT 6

    WT 6

    ユーザ名非公開 · 50問 · 13日前

    WT 6

    WT 6

    50問 • 13日前
    ユーザ名非公開

    WT 3

    WT 3

    ユーザ名非公開 · 50問 · 13日前

    WT 3

    WT 3

    50問 • 13日前
    ユーザ名非公開

    WT 2

    WT 2

    ユーザ名非公開 · 48問 · 13日前

    WT 2

    WT 2

    48問 • 13日前
    ユーザ名非公開

    WT 1

    WT 1

    ユーザ名非公開 · 50問 · 13日前

    WT 1

    WT 1

    50問 • 13日前
    ユーザ名非公開

    SPI version D pt 2

    SPI version D pt 2

    ユーザ名非公開 · 61問 · 13日前

    SPI version D pt 2

    SPI version D pt 2

    61問 • 13日前
    ユーザ名非公開

    Standpipe Requirements

    Standpipe Requirements

    ユーザ名非公開 · 29問 · 13日前

    Standpipe Requirements

    Standpipe Requirements

    29問 • 13日前
    ユーザ名非公開

    RNPCP Chapter 6 to 9

    RNPCP Chapter 6 to 9

    ユーザ名非公開 · 94問 · 13日前

    RNPCP Chapter 6 to 9

    RNPCP Chapter 6 to 9

    94問 • 13日前
    ユーザ名非公開

    Item 303 Bituminous Seal Coat

    Item 303 Bituminous Seal Coat

    ユーザ名非公開 · 20問 · 13日前

    Item 303 Bituminous Seal Coat

    Item 303 Bituminous Seal Coat

    20問 • 13日前
    ユーザ名非公開

    Item 301 Bituminous Prime Coat

    Item 301 Bituminous Prime Coat

    ユーザ名非公開 · 10問 · 13日前

    Item 301 Bituminous Prime Coat

    Item 301 Bituminous Prime Coat

    10問 • 13日前
    ユーザ名非公開

    Item 300 Aggregate Surface Course

    Item 300 Aggregate Surface Course

    ユーザ名非公開 · 11問 · 13日前

    Item 300 Aggregate Surface Course

    Item 300 Aggregate Surface Course

    11問 • 13日前
    ユーザ名非公開

    問題一覧

  • 1

    method of surveying and mapping that uses a set of standard survey points as reference points for all subsequent surveys.

    Control Surveying

  • 2

    method of surveying and mapping that uses a set of ___________ as reference points for all subsequent surveys.

    standard survey points

  • 3

    method of surveying and mapping that uses a set of standard survey points as _________ or all subsequent surveys.

    reference points

  • 4

    typically placed in locations that are easily identifiable

    Control Points

  • 5

    determination of the precise position of a number of stations which are distributed over a large area.

    Control Surveying

  • 6

    used to establish the horizontal position of points in a survey network and also used to measure distances and angles between points and to establish the relative positions of points in a plane.

    Horizontal Control Survey

  • 7

    Three Types of Horizontal Control Survey

    Control by Traversing, Control by Trilateration, Control by Triangulation

  • 8

    consist of closed polygons with most of the sides and angles measured directly in the field

    Control by Traversing

  • 9

    series of horizontal distances and directions are observed to connect points whose positions are to be determined

    Control by Traversing

  • 10

    _____ are measured more accurately than ______ .

    distances, angles

  • 11

    consist of networks of geometric figures with almost all of the angles measured directly in the field and with relatively few of sides, measured.

    Control by Triangulation

  • 12

    lengths of the sides of a series of triangles are measured and the angles from the lengths

    Control by Trilateration

  • 13

    Mountainous and hilly: Flat, Open Terrain:

    Triangulation, Traverse

  • 14

    used to measure the elevation of the points in the survey area.

    Vertical Control Survey

  • 15

    3 Types of Veetical Control Survey

    Barometric, Differential, Trigonometric

  • 16

    best run over level or gently sloping terrain.

    Differential Leveling

  • 17

    used when transferring elevations from precise leveling circuits to selected triangulation stations.

    Trigonometric Leveling

  • 18

    well suited for reconnaissance surveys where approximate elevations are required

    Barometric Leveling

  • 19

    the surveys conducted covering extensive areas

    Geodetic Control Survey

  • 20

    surveys conducted to establish the positions of points of reference for projects with a limited geographic coverage

    Project Control Survey

  • 21

    Parts of Markings of Monuments

    Provincial Code, Control Point Number, Year Established, Order of Accuracy, Office or entity that established the reference monument