Self Studies

Surveying Test 1

Result Self Studies

Surveying Test 1
  • Score

    -

    out of -
  • Rank

    -

    out of -
TIME Taken - -
Self Studies

SHARING IS CARING

If our Website helped you a little, then kindly spread our voice using Social Networks. Spread our word to your readers, friends, teachers, students & all those close ones who deserve to know what you know now.

Self Studies Self Studies
Weekly Quiz Competition
  • Question 1
    1 / -0
    A 30 m metric chain is found to be 0.1 m too short through out the measurement. If the distance measured is recorded as 300 m, then the actual distance will be
    Solution

    Concept:

    The actual length of the chain is given by,

    \({\rm{Actual\;length}} = \frac{{{\rm{Incorrect\;measurement}}}}{{{\rm{Actual\;measurement}}}} \times {\rm{Incorrect\;length\;of\;chain}}\)

    Calculation:

    \(\therefore \;{\rm{Actual\;length}} = \frac{{29.9}}{{30}} \times 300 = 299\;{\bf{m}}\)

    Note:

    S.No.

    Type of chain

    Length

    No. of links

    Length of links

    1

    Meter Chain

    20 m or 30 m

    100 or 150

    20 cm

    2

    Engineering Chain

    100 ft

    100

    1 ft

    3

    Gunter Chain

    66 ft

    100

    0.66 ft

    4

    Revenue Chain

    33 ft

    16

    \(2\frac{1}{{16}}\) ft

  • Question 2
    1 / -0
    In measuring a round of angles at a station, the third angle ‘c’ closing the horizon is obtained by subtracting the two measured angles a and b from 360°. If angle a has a standard error of ± 2 (seconds) and angle b as a standard error of ± 3’’(seconds), what is the standard error of angle c (in seconds)?
    Solution

    Concept:

    Error of a reading:

    i) Addition

    if c = a + b ⇒ Probable error (e c\(= \pm \sqrt {{\rm{e}}_{\rm{x}}^2 + {\rm{e}}_{\rm{y}}^2} \)

    ii) Subtraction

    if c = a – b ⇒ Probable error (ec\(= \pm \sqrt {{\rm{e}}_{\rm{x}}^2 + {\rm{e}}_{\rm{y}}^2}\)

    iii) Multiplication

    if c = a × b ⇒ Probable error (ec\(= \pm {\rm{xy}}\sqrt {{{\left( {\frac{{{{\rm{e}}_{\rm{a}}}}}{{\rm{a}}}} \right)}^2} + {{\left( {\frac{{{{\rm{e}}_{\rm{b}}}}}{{\rm{b}}}} \right)}^2}} \)

    iv) Division

    if c = a/b ⇒ Probable error (ec\(= \pm \frac{{\rm{a}}}{{\rm{b}}}\sqrt {{{\left( {\frac{{{{\rm{e}}_{\rm{a}}}}}{{\rm{a}}}} \right)}^2} + {{\left( {\frac{{{{\rm{e}}_{\rm{b}}}}}{{\rm{b}}}} \right)}^2}} \)

    Calculation:

    For the given situation:

    c = 360° - (a + b)

    This similar to standard function, where C is dependent on the added value of a and b

    ∴ c = 360° - (a + b)

    \(\therefore {{\rm{e}}_{\rm{c}}} = \pm \sqrt {{\rm{e}}_{\rm{a}}^2 + {\rm{e}}_{\rm{b}}^2} \)

    \(\therefore {{\rm{e}}_{\rm{c}}} = \pm \sqrt {{2^2} + {3^2}} \)

    ∴ ec = ± 3.61’’

  • Question 3
    1 / -0

    Match list I (Corrections) with list – II (Name) and select the correct answer using the codes given below the list:

     

    List – I

     

    List – II

    A.

    \( \pm \frac{{Lh}}{R}\)

    1.

    Sag correction

    B.

    \(- \frac{l}{{24}}{\left( {\frac{w}{p}} \right)^2}\)

    2.

    Pull correction

    C.

    \(\pm \propto \left( {{T_f} - {T_o}} \right)L\)

    3.

    Temperature correction

    D.

    \(\pm \frac{{\left( {{P_f} - {P_s}} \right)L}}{{AE}}\)

    4.

    Mean sea level correction

    Solution

    Correction for temperature Ct = ∝ (Tm - To) L

    Where Tm = Mean temperature during measurement

    To = Temperature of standardization

    So Ct might be +ve or –ve depending upon Tm and To

    Correction for pull, \({C_p} = \frac{{P - {P_s}}}{{AE}}L\)

    So, Cp might also be +ve or –ve

    Sag correction, \({C_s} = - \frac{{{w^2}{l^3}}}{{24{p^2}}}\)

    \(= - \frac{l}{{24}}.{\left( {\frac{W}{p}} \right)^2}\)

    Where, W = wl

    Sag correction is always negative

    Mean sea level correction

    \({C_h} = \pm \frac{{LH}}{R}\)

  • Question 4
    1 / -0

    While measuring an angle ‘O’ of the traverse, multiples reading was recorded for obtaining an accurate observation. Following are observed values:

    O

    Weight

    35° 18’18’’

    4

    35° 18’17’’

    3

    35° 18’20’

    2

    35° 18’7’’

    1


    The weighted arithmetic means of angle ∠O and probable error of weighted mean respectively are ______
    Solution

    Sum of the individual weight = 4 + 3 + 2 + 1 = 10

    Weighted arithmetic mean (Wm) is given by:

    \(\left( {{\text{W}}_{\text{m}}} \right)=\frac{1}{10}\left[ \left( 35{}^\circ {{18}^{'}}{{18}^{''}} \right)\times 4+\left( 35{}^\circ {{18}^{'}}{{17}^{''}} \right)\times 3+\left( 35{}^\circ {{18}^{'}}{{20}^{''}} \right)\times 2+\left( 35{}^\circ {{18}^{'}}{7}' \right)\times 1 \right]\)

    Wm = 35°18’17’’

    For probable error:

    Value

    Weight

    Value × weight

    V

    V2

    wv2

    18’’

    4

    72’’

    +1

    1

    4

    17’’

    3

    51’’

    -1

    1

    3

    20’’

    2

    40’’

    +2

    4

    8

    7’’

    1

    7’’

    -10

    100

    100

     

    ∑ w = 10

    Wm = 17’’

     

     

    ∑ wv2 = 115


    Probable error of weighted mean \(=\pm \text{ }\!\!~\!\!\text{ }0.6745\text{ }\!\!~\!\!\text{ }\sqrt{\frac{\sum \text{w}{{\text{v}}^{2}}}{\sum \text{w}\left( \text{n}-1 \right)}}\)

    \({{\text{e}}_{{{\text{w}}_{\text{m}}}}}=\pm 0.6745\text{ }\!\!~\!\!\text{ }\sqrt{\frac{115}{10\times \left( 4-1 \right)}}\)

    ew(m)= ± 1.32
  • Question 5
    1 / -0

    A plot of land 60 m × 20 m is measured by a steel tape. If the standard error of length and width measurements is taken as ± 1 cm, then the standard error of the area of the plot would be

    Solution

    Standard error of area is given by \({e_A} = \sqrt {{{\left( {{e_l}\frac{{dA}}{{dl}}} \right)}^2} + {{\left( {{e_b}\frac{{dA}}{{db}}} \right)}^2}} \)

    ∵ A = l × b

    ∵ \(\frac{{dA}}{{dl}} = b = 20\)

    And \(\frac{{dA}}{{db}} = l = 60\)

    Now, \({e_l} = {e_b} = \pm 1cm =\pm 0.01m\)

    ∴ \({e_A} = \pm 0.632\;{m^2}\)

  • Question 6
    1 / -0
    Ashwin conducted linear measurement between two points and found the distance to be 100 m and an area of 100 m2 . He marked a scale of 1 cm = 1 m on the map. Later he detected that he used a wrong scale of 1 cm = 50 cm. A new surveyor modified the data and obtained the following results. Which one of the following is/are correct?
    Solution

    Concept:

    Error due to wrong measuring scale:

    If a wrong measuring scale is used to measure the length of an already drawn line on the plan, the measured length will not be correct.

    Correct length \( = \frac{{R.F.\;of\;the\;wrong\;scale}}{{R.F.\;of\;the\;correct\;scale}} \times \) Measured length

    As the area is the product of two distances, hence

    Correct area \( = {\left[ {\frac{{R.F.\;of\;the\;wrong\;scale}}{{R.F.\;of\;the\;correct\;scale}}} \right]^2} \times \) Measured area

    Calculation:

    R.F of the wrong scale \(= \frac{1}{{50}}\) 

    R.F of the correct scale \(= \frac{1}{{100}}\)

    ∴ Correct length \( = \frac{{R.F\;of\;wrong\;scale}}{{R.F\;of\;correct\;scale}} \times Measured\;Length = \frac{{\left( {\frac{1}{{50}}} \right)}}{{\left( {\frac{1}{{100}}} \right)}} \times 100\) 

    = 200 m

    Correct Area \( = {\left[ {\frac{{R.F\;of\;wrong\;scale}}{{R.F\;of\;correct\;scale}}} \right]^2} \times Measured\;Area\; = {\left[ {\frac{{\left( {\frac{1}{{50}}} \right)}}{{\frac{1}{{100}}}}} \right]^2} \times 100\) 

    = 400 m2

  • Question 7
    1 / -0

    A 20 m copper tape was standardized 50 N pull at 77° F. It was suspended in 5 equal spans during measurements. The temperature during the measurement was 95° F, the pull exerted was 75 N. The area of cross-section of tape was 10 mm2. The unit weight of tape is 89.6 kN/m2, coefficient of thermal expansion (∝) = 9.4 × 10-6/F, Young’s modulus of elasticity (E) = 128 GPa.

    The length of tape available is ________ (in m).

    (Answer correct up to four decimal places)
    Solution

    Concept:

    1. Correction for temperature:

    Cb = L ∝ (Tx - To)

    Where

    Ct = Temperature correction

    L = Length of tape/chain

    Tm = Measurement temperature

    To = Standardization temperature

    2. Correction for pull (Cp)

    \({{\rm{C}}_{\rm{p}}} = \frac{{\left( {{\rm{P}} - {{\rm{P}}_{\rm{o}}}} \right) \times {\rm{L}}}}{{{\rm{AE}}}}\)

    P = Pull at the measurement

    Po = Pull at standardization

    A = Area of the tape

    E = Youngs modulus of tape material

    3. Correction for sag (Cs)

    \({{\rm{C}}_{\rm{s}}} = \frac{{{{\rm{W}}^2}{\rm{l}}}}{{24{{\rm{n}}^2}{{\rm{P}}^2}}}\)

    W = Weight of chain tape

    n = number of suspensions

    Calculation:

    1) Correction of temperature (Cf)

    Ct = 20 × 9.4 × 10-6 × (95 - 77)

    Ct = (+) 3.384 × 10-3 m

    2) Correction for pull (Cp)

    \({{\rm{C}}_{\rm{p}}} = \frac{{\left( {75 - 50} \right) \times 20}}{{10 \times {{10}^{ - 6}} \times 128 \times 10}} = \left( + \right){\rm{\;}}0.39 \times {10^{ - 3}}{\rm{\;m}}\)

    3) Correction for sag (Co)

    \({\rm{W}} = 89.6 \times {10^3} \times 20 \times {10^{ - 6}} \times \frac{{20}}{5} = 7.168{\rm{\;N}}\)

    \({{\rm{C}}_{\rm{S}}} = \frac{{{{7.168}^2} \times 20}}{{24 \times {5^2} \times {{75}^2}}} = \left( - \right){\rm{\;}}0.304 \times {10^{ - 3}}{\rm{\;m}}\)

    Combined correction (Cc) is given as:

    Cc = Ct + Cp + Cs

    Cc = (3.384 + 0.39 - 0.304) × 10-3

    Cc = 3.47 × 10-3 m

    Cc = 0.00347 m

    ∴ The length of tape available = 30 + 0.00347 m

    ∴ The length of tape available = 30.0035 m
  • Question 8
    1 / -0
    If the value of a smallest division of a circle of a repeating theodolite in 20’. Calculate the number of divisions of vernier so that it can read 5”.
    Solution

    Concept: Least count = \(\frac{S}{n}\)

    n → no. of divisions on vernier scale

    s → smallest division of main scale

    Calculation: s = 20’ = 20 minutes

    L.C = 5” = \(\frac{{5'}}{{60}} = \frac{1}{{12}}\) minutes

    \(\frac{1}{{12}} = \frac{{20}}{n}\)

    n = 20 × 12

    n = 240

  • Question 9
    1 / -0
    A surveyor opens an old map plotted to a scale of 10 metres to 1 cm. He used the planimeter to found the area of the plan and measures it as 135.6 cm2. He further realized that the plan or sheet is found to have shrunk, such that a line 20 cm long now measures 19.1 cm only. Calculate the true area of the survey on the ground. Calculate your answer in m2.
    Solution

    Concept:

    Actual area on Ground = (Shrunk scale)2 × Present area on Drawing

    Shrunk scale = shrunk factor × original scale

    Shrunk factor = \(\frac{{Shrunk\;length}}{{Original\;length}}\)

    Calculations:

    Shrunk factor = \(\frac{{19.1}}{{20}}\) = 0.955

    Original scale = \(\frac{{1{\rm{cm}}}}{{10{\rm{m}}}} = \frac{1}{{1000}}\)

    Shrunk scale = 0.955 × \(\frac{1}{{1000}} = \frac{1}{{1047.12}}\)

    i.e. 1cm = 10.4712 metres

    Actual area = (10.4712)2 × 135.6

    = 14868 m2

Self Studies
User
Question Analysis
  • Correct -

  • Wrong -

  • Skipped -

My Perfomance
  • Score

    -

    out of -
  • Rank

    -

    out of -
Re-Attempt Weekly Quiz Competition
Selfstudy
Selfstudy
Self Studies Get latest Exam Updates
& Study Material Alerts!
No, Thanks
Self Studies
Click on Allow to receive notifications
Allow Notification
Self Studies
Self Studies Self Studies
To enable notifications follow this 2 steps:
  • First Click on Secure Icon Self Studies
  • Second click on the toggle icon
Allow Notification
Get latest Exam Updates & FREE Study Material Alerts!
Self Studies ×
Open Now