SURVEYING

40 Karteikartenvon MPLE
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1
$Most\ Probable\ Value\ $
$ (mpv)$
$\bar{x}=\ \frac{\sum x}{n}$
2
$Residual\ or\ Deviation\ $
$ \left(v\right)$
$\ v=x-\bar{x}$
3
Standard Deviation of
any Single Measurment
$\left(x\sigma n-1\right)\ =S_x=\ \pm\ \sqrt{\frac{{\sum\left(x-\bar{x}\right)}^2}{n-1}}$
4
$Standard\ Error\ $
$of\ the\ Mean\ $
$ \left(S_{\bar{x}}\right)\ $
$S_{\bar{x}}=\ \pm\ \frac{S_x\ }{\sqrt n}$
5
$Probable\ Error\ of\ the\ Mean\ $
$\left({PE}_m\right)$
${PE}_m=\pm0.6745\ S_{\bar{x}}$
6
Probable Error of
Single Measurement
$\left({PE}_s\right)$
${PE}_s=\pm0.6745\ S_x$
7
$Relative\ Precision\ \left(RP\right)$
or
$Relative\ Error\ \left(RE\right)$
$RP\ or\ RE=\ \frac{PE}{mpv}$

$RP\ or\ RE=\ \frac{PE}{PV}$
8
$Single\ Error-\ Weighted\ Observation$
$\ (probable\ error\ given)\ \ $
$W=\ \frac{1}{{PE}^2}$
9
$Single\ Error-\ Weighted\ Observation$
$(distances\ given)$
$W=\ \frac{1}{Distances}$
10
$Single\ Error-\ Weighted\ Observation$
$(trials\ given)\ $
$W_E=\ \frac{1}{ \# \ of\ trials}$
11
$Combination\ Error\ $
$(General\ Formula)$
$E_z=\ \pm\ \sqrt{\left(\frac{\delta(f)}{\delta a}\ E_a\right)^2+\left(\frac{\delta(f)}{\delta b}\ E_b\right)^2+\ldots}$
12
$Error\ in\ Sum$
$sum=a+b+c$
$E_{sum}=\ \pm\sqrt{{E_a}^2+{E_b}^2+{E_c}^2}$
13
$Error\ in\ Series$
$series=a+a+a$
$E_{series}=\ \pm\sqrt{{E_a}^2+{E_a}^2+{E_a}^2}$
14
$Error\ in\ Product$
$product=ab$
$E_{product}=\ \pm\sqrt{\left({b\ E}_a\right)^2+\left({a\ E}_b\right)^2}$
15
Horizontal Distance

$Tachymetry\ or\ Stadia\ Method$
$(Horizontal\ Sight)$
$H.\ D.\ =\ kS\ +\ C$
16
Horizontal Distance

$Tachymetry\ or\ Stadia\ Method$
$(Inclined\ Sight)$
$H.\ D.\ =\ \left(kS\ cos\theta\ +\ C\right)\ cos\theta$
17
Horizontal Distance

$Subtense\ Bar\ Method$
$H.D.\ =\ \frac{1\ m}{tan\ \left(\frac{\theta}{2}\right)}$
18
1 PACE
Toe to Toe Distance of Different Foot
Heel to Heel Distance of Different Foot
19
1 STRIDE
Toe to Toe Distance of SAME Foot
Heel to Heel Distance of SAME Foot
20
$Pace\ Factor$
$Pace\ Factor\ =\ \frac{distance\ \ travelled}{ave.\ no.\ \ of\ \ paces}$
21
$Measurement\ of\ $
$Horizontal\ Distances\ $
$True\ Dist.\ =\ Meas.\ Dist.\ \pm\ Corr.\ $
22
$Correction\ in\ Taping$
$(C_L)$
$\frac{{c\ }_L^{single\ err.}\ }{Tape\ Length}\ =\ \frac{{C\ }_L^{total\ err.}}{Meas.\ Dist.}$
23
$Correction\ in\ Temperature$
${(C}_t)$
$C_t=\ \alpha\ L_{\dfrac{tape}{recd}}\ \left(T_{obs}-T_{stnd}\right)$
24
$Correction\ due\ to\ Pull$
$(C_p)$
$C_p\ =\ \frac{\left(P_{obs}-\ P_{stnd}\right)\ L}{A\ E}$
25
$Correction\ due\ to\ Sag$
${(C}_s)$
$C_s\ =\ \frac{w^2\ L^3}{24\ \left(P_{obs}\right)^2}$
26
$Correction\ due\ to\ Slope$
$(C_h)$
$Gentle\ slope\ \left(<20\% \right)\ $
$C_h=\ \frac{h^2}{2L_{incl}}$
27
$Correction\ due\ to\ Slope$
$(C_h)$
$Steep\ slope\ \left(20\%\ -\ 30\% \right)\ $
$C_h=\ \frac{h^2}{2\ L_{\ incl}}\ +\frac{h^2}{8\ \left(L_{incl}\right)^3}$
28
$Correction\ due\ to\ Slope$
$(C_h)$
$Very\ Steep\ slope\ \left(>30\%\right)$
$C_h=\ L_{incl}\ \left(1-\ cos\ \theta\right)$
29
$Correction\ due\ to\ Sea\ Level$
$(C_{sea})$
$\frac{{L\ '}_{equi.\ \ sea}}{{R\ \ \ }_{earth}^{6400\ km}}\ =\ \frac{L_{\ recd}}{R_{\ earth}+h}$
30
Vertical Distance

$Differential\ Leveling$
$elev\ {\rm BM}_B=\ elev\ {\rm BM}_A\ +\ \sum BS-\ \sum FS$
31
Vertical Distance

$Double\ Rodded\ Leveling$
$elev\ {\rm BM}_B=\ \frac{elev\ {\rm BM}_{B1}\ +\ elev\ {\rm BM}_{B2}\ }{2}$
$elev\ {\rm BM}_{B1}=\ elev\ {\rm BM}_A\ +\ \sum{\rm BS}_1-\ \sum{\rm FS}_1$
$elev\ {\rm BM}_{B2}=\ elev\ {\rm BM}_A\ +\ \sum{\rm BS}_2-\ \sum{\rm FS}_2
32
Vertical Distance

$Three\ Wire\ Leveling$
$elev\ {\rm BM}_{B}=\ elev\ {\rm BM}_A\ +\ \sum{\rm BS}-\ \sum{\rm FS}$
33
Vertical Distance

$Reciprocal\ Leveling$
$h=\ \frac{h_1\ +\ h_2\ }{2}$
34
Vertical Distance

$Profile\ Leveling$
$elev\ {\rm STA_B}=\ elev\ {\rm STA_A} +{ BS}-{IFS}$
35
Leveling Adjustment

CONCEPT
$Two-Peg\ Test$
There was a deviation of horizontal sight due to poor calibration
36
Leveling Adjustment

1st SET-UP
$Two-Peg\ Test$
$e_{b1}\ =\ e_{a2}$
37
Leveling Adjustment

2nd SET-UP
$Two-Peg\ Test$
$e_{a1}\ =\ e_{b1}\ \ \ \nparallel \nparallel \ \ \ \frac{e_{a2}}{L_1}\ =\ \frac{e_{b2}}{L+\ L_1}$
38
Leveling Adjustment

Concept
$Sensitivity\ of\ Level\ Tube$
39
Leveling Adjustment

Level [not inclined] Vial (Level Tube)
$Sensitivity\ of\ Level\ Tube$
40
Leveling Adjustment

Inclined (Level Tube)
$Sensitivity\ of\ Level\ Tube$
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