Quiz
Week 4 - Levelling
Este quiz tem tipos de pergunta que abrem no player de sempre.
Perguntas do quiz (12)
1Balancing your levelling backsight and forsights will tend to eliminate which of the following problems?
- ACurvature and Refraction
- BInstrument Collimation
- CParallax
- DTotal Misclose
- EAutomatic Compensator Sticking
2The checks you must make when reducing your level fieldnotes are:
1) calc'ing the sum of the [blank_start][a][blank_end] - the sum of the FS's,
2) calc'ing the sum of the [blank_start][b][blank_end] - the sum of the [blank_start][c][blank_end],
3) subtracting the [blank_start][d][blank_end] RL from the starting RL
If all three numbers are identical (and same sign), you can adjust out the total misclose. This is done by spreading the adjustment out by dividing the misclose by the number of [blank_start][e][blank_end]. The sign of each individual adjustment (±) will be the [blank_start][f][blank_end] the sign of the total misclose.- ABS's
- BHPC
- Csame as
- Dbeginning
- Esetups
- Freadings
- GIS's
- Hfalls
- Iopposite of
- Jend
- Krises
- Ladjusted
- MBS's
- NHPC
- Osame as
- Pbeginning
- Qsetups
- Rreadings
- SIS's
- Tfalls
- Uopposite of
- Vend
- Wrises
- Xadjusted
- YBS's
- ZHPC
- AAsame as
- ABbeginning
- ACsetups
- ADreadings
- AEIS's
- AFfalls
- AGopposite of
- AHend
- AIrises
- AJadjusted
- AKBS's
- ALHPC
- AMsame as
- ANbeginning
- AOsetups
- APreadings
- AQIS's
- ARfalls
- ASopposite of
- ATend
- AUrises
- AVadjusted
- AWBS's
- AXHPC
- AYsame as
- AZbeginning
- BAsetups
- BBreadings
- BCIS's
- BDfalls
- BEopposite of
- BFend
- BGrises
- BHadjusted
- BIBS's
- BJHPC
- BKsame as
- BLbeginning
- BMsetups
- BNreadings
- BOIS's
- BPfalls
- BQopposite of
- BRend
- BSrises
- BTadjusted
3Match up the instruments with the most appropriate quantities measured:
Question:
Theodolite = [blank_start]horizontal and vertical angles[blank_end]
Level = [blank_start]differences in height[blank_end]
Barometer = [blank_start]differences in height[blank_end]
EDM = [blank_start]distance[blank_end]
Abney level = [blank_start]vertical angle[blank_end]
GPS = [blank_start]3D Position[blank_end]
Total Station = [blank_start]angles and distances[blank_end]
Compass = [blank_start]magnetic bearing[blank_end]- Aabsolute height
- Bvertical angle
- Cdistance
- Dangles and distances
- Ehorizontal and vertical angles
- Fmagnetic bearing
- Gdifferences in height
- H3D position
- Iabsolute height
- Jvertical angle
- Kdistance
- Langles and distances
- Mhorizontal and vertical angles
- Nmagnetic bearing
- Odifferences in height
- P3D position
- Qabsolute height
- Rvertical angle
- Sdistance
- Tangles and distances
- Uhorizontal and vertical angles
- Vmagnetic bearing
- Wdifferences in height
- X3D position
- Yabsolute height
- Zvertical angle
- AAdistance
- ABangles and distances
- AChorizontal and vertical angles
- ADmagnetic bearing
- AEdifferences in height
- AF3D position
- AGabsolute height
- AHvertical angle
- AIdistance
- AJangles and distances
- AKhorizontal and vertical angles
- ALmagnetic bearing
- AMdifferences in height
- AN3D position
- AOabsolute height
- APvertical angle
- AQdistance
- ARangles and distances
- AShorizontal and vertical angles
- ATmagnetic bearing
- AUdifferences in height
- AV3D position
- AWabsolute height
- AXvertical angle
- AYdistance
- AZangles and distances
- BAhorizontal and vertical angles
- BBmagnetic bearing
- BCdifferences in height
- BD3D position
- BEabsolute height
- BFvertical angle
- BGdistance
- BHangles and distances
- BIhorizontal and vertical angles
- BJmagnetic bearing
- BKdifferences in height
- BL3D position
4You have just set an automatic level up to begin your level run. With regard to a levelling setup put these statements in the order they would occur in your levelling task:
Answers:
1. [blank_start]Observe back-sight[blank_end]
2. [blank_start]Move staff[blank_end]
3. [blank_start]Observe intermediate sight[blank_end]
4. [blank_start]Move staff again[blank_end]
5. [blank_start]Observe fore-sight[blank_end]
6. [blank_start]Move instrument and change setup[blank_end]- AMove staff again
- BObserve intermediate sight
- CMove instrument and change setup
- DMove staff
- EObserve back-sight
- FObserve fore-sight
- GMove staff again
- HObserve intermediate sight
- IMove instrument and change setup
- JMove staff
- KObserve back-sight
- LObserve fore-sight
- MMove staff again
- NObserve intermediate sight
- OMove instrument and change setup
- PMove staff
- QObserve back-sight
- RObserve fore-sight
- SMove staff again
- TObserve intermediate sight
- UMove instrument and change setup
- VMove staff
- WObserve back-sight
- XObserve fore-sight
- YMove staff again
- ZObserve intermediate sight
- AAMove instrument and change setup
- ABMove staff
- ACObserve back-sight
- ADObserve fore-sight
- AEMove staff again
- AFObserve intermediate sight
- AGMove instrument and change setup
- AHMove staff
- AIObserve back-sight
- AJObserve fore-sight
5Calculate the RL of the outflow invert of manhole MH1 if:
(a) the RL of BM 100 is 98.677,
(b) the BS to BM 100 is 1.443, and
(c) the FS to CP2 is 2.422.
Answer in metres to 3dp without units
Answer: [blank_start]96.586[blank_end]
- A96.586
6Using these level fieldnotes determine the HPC RL of the second instrument setup when taking a FS to CP2. Your BS reading to TBM 24B is 1.061. Show your answer to 3 dp and show no units.
Answer is: [blank_start]36.350[blank_end]
- A36.350
7On this diagram, match up the numbers with the terms below.
Back-sight = [blank_start]5[blank_end]
Fore-sight = [blank_start]7[blank_end]
Bench-mark = [blank_start]1[blank_end]
Change point = [blank_start]3[blank_end]
Intermediate sight = [blank_start]6[blank_end]
Reduced level = [blank_start]4[blank_end]
Sight distance = [blank_start]8[blank_end]
Instrument set up point = [blank_start]2[blank_end]
- A1
- B2
- C3
- D4
- E5
- F6
- G7
- H8
- I1
- J2
- K3
- L4
- M5
- N6
- O7
- P8
- Q1
- R2
- S3
- T4
- U5
- V6
- W7
- X8
- Y1
- Z2
- AA3
- AB4
- AC5
- AD6
- AE7
- AF8
- AG1
- AH2
- AI3
- AJ4
- AK5
- AL6
- AM7
- AN8
- AO1
- AP2
- AQ3
- AR4
- AS5
- AT6
- AU7
- AV8
- AW1
- AX2
- AY3
- AZ4
- BA5
- BB6
- BC7
- BD8
- BE1
- BF2
- BG3
- BH4
- BI5
- BJ6
- BK7
- BL8
8This is a diagram of a reciprocal levelling setup from your Uren and Price book. Using the following staff readings compute the RL of B given A has an RL of 50.000m. Show your answer in metres to 3dp and do not show any units.
Staff readings @ I1 A = 0.456 B = 1.251
Staff readings @ I2 B = 1.601 A = 0.781
Answer: [blank_start]49.193[blank_end]
- A49.193
9If the RL of TBM A is 20.005m and the staff reading to 'Y' is -2.967m, what is the RL of the underside of the bridge 'Y'? Show your answer in m to 3dp. Do not show any units.
Answer: [blank_start]22.822[blank_end]
- A22.822
10Pick the best word to complete the following sentence -
An automatic level has a [blank_start][a][blank_end] as an integral part of the instrument. If the level telescope is tilted slightly, this mechanism uses a series of [blank_start][b][blank_end] to adjust the axis of [blank_start][d][blank_end] to remain along a [blank_start][e][blank_end] line.- Alevel
- Bvertical
- Cprisms
- Dcompensator
- Ecrosshairs
- Fhorizontal
- Gcollimation
- Hlevel
- Ivertical
- Jprisms
- Kcompensator
- Lcrosshairs
- Mhorizontal
- Ncollimation
- Olevel
- Pvertical
- Qprisms
- Rcompensator
- Scrosshairs
- Thorizontal
- Ucollimation
- Vlevel
- Wvertical
- Xprisms
- Ycompensator
- Zcrosshairs
- AAhorizontal
- ABcollimation
11Levelling is the process of measuring [blank_start][a][blank_end] in [blank_start][b][blank_end] and transferring [blank_start][c][blank_end] [blank_start][d][blank_end] from a [blank_start][e][blank_end] with a known height above a [blank_start][f][blank_end] to other marks.
- Aheight
- Blevels
- Cstaff
- Dreduced
- Edifferences
- Fbenchmark
- Gdatum
- Hback-sight
- Iheight
- Jlevels
- Kstaff
- Lreduced
- Mdifferences
- Nbenchmark
- Odatum
- Pback-sight
- Qheight
- Rlevels
- Sstaff
- Treduced
- Udifferences
- Vbenchmark
- Wdatum
- Xback-sight
- Yheight
- Zlevels
- AAstaff
- ABreduced
- ACdifferences
- ADbenchmark
- AEdatum
- AFback-sight
- AGheight
- AHlevels
- AIstaff
- AJreduced
- AKdifferences
- ALbenchmark
- AMdatum
- ANbacksight
- AOheight
- APlevels
- AQstaff
- ARreduced
- ASdifferences
- ATbenchmark
- AUdatum
- AVback-sight
12Match the following terms to the best definition provided:
All Answer Choices:
A. Permanent survey mark with a known elevation
B. A mark leveled that is the neither the first or last reading from that setup
C. Height of the instrument about a datum
D. Temporary survey mark with a known elevation
E. A mark leveled that is the last reading from that setup
F. A mark leveled that is the first reading from that setup
G. Every ∆h between level positions is calculated as a plus or a minus
H. A line perpendicular to gravity at all points along the line
I. A line perpendicular to gravity at only one point along the line
Rise and Fall = [blank_start]G[blank_end]
IS = [blank_start]B[blank_end]
BS = [blank_start]F[blank_end]
Level line = [blank_start]H[blank_end]
TBM = [blank_start]D[blank_end]- AA
- BB
- CC
- DD
- EE
- FF
- GG
- HA
- IB
- JC
- KD
- LE
- MF
- NG
- OH
- PI
- QH
- RI
- SA
- TB
- UC
- VD
- WE
- XF
- YG
- ZH
- AAI
- ABA
- ACB
- ADC
- AED
- AFE
- AGF
- AHG
- AIH
- AJI
- AKA
- ALB
- AMC
- AND
- AOE
- APF
- AQG
- ARH
- ASI
Informações
- Descrição
- Quiz sobre Week 4 - Levelling, criado por MJhendo em 26-09-2015.
- Autor
- MJhendo
- Idioma
- English
- Visualizações
- 0
- Avaliação
- Ainda sem avaliações Avalie este quiz