How to fill in the traverse retest record, where the measuring point and the measuring angle mean 30

Updated on science 2024-03-04
9 answers
  1. Anonymous users2024-02-06

    The measurement point is the number of your measurement point, and the measurement angle is the angle you measured.

  2. Anonymous users2024-02-05

    The traverse retest record needs to fill in the distance between each control point you measured, the angle (must be in the same direction, in order to distinguish well, either the left corner, or the right angle), and then come back with the results calculated by the adjustment software, and some also need you to convert the measured record into an adjustment format file, and then the adjustment result to see whether the closing difference meets the grade specification of your wire, and then make a comparison table with the original traverse point coordinates, that is, the difference table of x and y, Then print the retest report (the retest report should briefly introduce your project overview and the integrity of the control points, and the grade and accuracy of your wires to meet, and the certificate of the instruments and instruments you measured), and finally these bindings are OK.

  3. Anonymous users2024-02-04

    The measuring point is the number of the measuring point, and the measuring angle is the horizontal angle, the reading of the positive mirror and the inverted mirror.

    How to fill in the retest:

    1. Bid leveling point.

    The traverse point retest and the calculation results of the encryption industry meet the requirements of the drawing design and the first-class highway.

    Measurement technical specifications, allowable range of road errors.

    2. The retest of the leveling point of the bid section and the encryption point are all round-trip tested, and the encryption leveling point is set in the measurement loop of the known two leveling points.

    3. The calculation results of the measurement industry meet the allowable range of the error value of 20 L (L refers to the distance between the leveling points) of the first-class highway measurement technical standard, and the drawings provide the leveling point GE70-GE81 can be used.

  4. Anonymous users2024-02-03

    The measuring point is the point where you don't know the coordinates, and the angle measurement is the angle at which the known point rotates to the unknown point in addition to the known point you are stationing... It doesn't matter if you have a left disk or a right disk, any one will do, remember to add left and subtract right when calculating.

  5. Anonymous users2024-02-02

    Goniometric measurement is your horizontal angle of the front and back mirror readings.

  6. Anonymous users2024-02-01

    Punctuality, traverse point retest filling method:

    1. The retest of the level point of the bid section and the encryption point are all used round-trip test, the encryption level point is set up in the measurement loop of the known two level points, and the calculation results of the measurement industry meet the error value allowable range of the technical standard of 20 L (L refers to the distance between the level points), and the drawings provide the level point GE70-GE81 can be used.

    2. The retest of the leveling point and the traverse point of the bid section and the calculation results of the encryption industry meet the design requirements of the drawings and the allowable range of road errors of the technical specifications of the first-class highway survey.

    3. The coordinate system of the design institute adopts the 1980 Xi'an coordinate system, the first meridian is 118 ° 30 east diameter, and the GPS satellite positioning system of the bid section is retested, and the measurement results show that the GE70-GE81 point coordinates in the drawing design control measurement results table S2-13 are accurate.

    4. Encrypt the elevation calculation steps of the leveling point.

    5. Measurement: GE72-GE73: measurement = -8 (mm).

    Capacity=20 L= 22(mm), capacity, backtest: GE73—GE72: measurement=0(mm).

    Capacity=20 L= 22(mm), Volume, GE72-1=(

    ge72-2=(

    ge72-3= (

    6. Past measurement: GE74-GE76: measurement = 10 (mm).

    Capacity = 20 L = 26 (mm), measured volume, reverse test: GE73—GE72: measured = -4 (mm).

    Capacity=20 L= 26(mm), Capacity,GE74-1=(

    ge74-2=(

    ge74-3=(

    7. Past measurement: GE76—GE77: measurement=6 (mm).

    Capacity = 20 L = 16 (mm), Volume, reverse measurement: GE77—GE76: Measurement = -2 (mm).

    Capacity = 20 l = 16 (mm), measured volume.

    ge76-1=(

  7. Anonymous users2024-01-31

    1. The retest results of the level point and traverse point of the bid section and the calculation results of the encryption industry meet the requirements of the drawing design and the first-class public.

    Road measurement technical specifications, allowable range of road errors.

    2. The retest of the level point of the bid section and the encryption point are all round-trip tested, and the encryption level point is set at the known two waters.

    In the punctual measurement circuit, the calculation results of the measurement industry meet the allowable range of the error value of the first-class highway measurement technical standard 20 L (L refers to the distance between the leveling points), and the drawings provide the leveling point GE70-GE81 can be used.

    3. The coordinate system of the design institute adopts the 1980 Xi'an coordinate system, and the first meridian is 118°30 east diameter.

    The GPS satellite positioning system was retested, and the measurement results showed that the coordinates of GE70-GE81 in the S2-13 table of drawing design control measurement results were accurate.

    4. Encrypt the elevation calculation steps of the leveling point.

    5. Measurement: GE72-GE73: measurement = -8 (mm).

    Capacity=20 L= 22(mm), capacity, backtest: GE73—GE72: measurement=0(mm).

    Capacity=20 L= 22(mm), Volume, GE72-1=(

    ge72-2=(

    ge72-3= (

    6. Past measurement: GE74-GE76: measurement = 10 (mm).

    Capacity = 20 L = 26 (mm), measured volume, reverse test: GE73—GE72: measured = -4 (mm).

    Capacity=20 L= 26(mm), Capacity,GE74-1=(

    ge74-2=(

    ge74-3=(

    ge74-4=(

    7. Past measurement: GE76—GE77: measurement=6 (mm).

    Capacity = 20 L = 16 (mm), Volume, reverse measurement: GE77—GE76: Measurement = -2 (mm).

    Capacity=20 l= 16(mm), measured volume ge76-1=(

    8. Measurement: GE78-GE80: measurement=3 (mm).

    Capacity=20 L= 23 (mm), capacity, reverse measurement: GE80—GE78: measurement=5 (mm).

    Capacity=20 l= 23(mm), measured volume ge78-1=(

    ge78-2=(

    ge78-3=(

    ge78-4=(

    ge78-5=(

    9. Measurement: GE80-GE81: measurement = -6 (mm).

    Capacity=20 L= 15 (mm), volume, reverse measurement: GE81—GE80: measurement=4 (mm).

    Capacity=20 l= 15(mm), measured volume ge80-1=(

    ge80-2=(

  8. Anonymous users2024-01-30

    The application form is definitely required, but the attachments are not attached at the end of each page.

    According to the current practice of most provinces (which is also the requirement of the national bureau), it is necessary to declare online, in addition to filling in the form, all the materials that can be used must be scanned and uploaded. Then print it out, with a watermark, and report it after sorting. That is to say, there are online reports, and there are paper materials to report.

    It's troublesome.

  9. Anonymous users2024-01-29

    Retest according to the wire grade, **There are a lot of books, just use excel to make one.

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