lecture 3--surveying fieldwork and instrumentation

64
GE10 Lecture 3 Surveying Fieldwork and Instrumentation Surveying Fieldwork and Instrumentation Engr. Jeark A. Principe Department of Geodetic Engineering (DGE) Training Center for Applied Geodesy and Photogrammetry(TCAGP) 1

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Page 1: Lecture 3--Surveying Fieldwork and Instrumentation

GE

10

Lectu

re 3

Su

rveyin

g F

ield

wo

rk a

nd

Instru

me

nta

tion

Su

rveyin

g F

ield

wo

rk a

nd

Instru

me

nta

tion

En

gr. Je

ark

A. P

rincip

eD

ep

artm

en

t of G

eo

de

tic En

gin

ee

ring

(DG

E)

Train

ing

Ce

nte

r for A

pp

lied

Ge

od

esy

an

d P

ho

tog

ram

me

try(T

CA

GP

)

1

Page 2: Lecture 3--Surveying Fieldwork and Instrumentation

Ob

jective

s

•id

en

tify e

ssen

tial in

form

atio

n th

at m

ust b

e

inclu

de

d in

a fie

ld n

ote

bo

ok

•n

am

e d

iffere

nt p

erso

nn

el in

a su

rvey

pa

rty

an

d sp

ecify

the

ir role

sa

nd

spe

cify th

eir ro

les

•g

ain

kn

ow

led

ge

on

the

pro

pe

r care

an

d

ha

nd

ling

of su

rvey

ing

instru

me

nts

•o

rien

t stud

en

ts with

the

En

gin

ee

r’s Tran

sit—

its pa

rts, op

era

tion

s an

d p

rop

er ca

re

2

Page 3: Lecture 3--Surveying Fieldwork and Instrumentation

Ou

tline

I.S

urve

y F

ield

No

tes

A.

Ch

ara

cteristics o

f a g

oo

d fie

ld n

ote

B.

Th

e fie

ld n

ote

bo

ok

C.

Typ

es o

f no

tes

D.

Info

rma

tion

Fo

un

d in

a F

ield

no

teb

oo

k

II.F

ield

Su

rvey

Pa

rty

III.C

are

an

d H

an

dlin

g o

f Instru

me

nts

III.C

are

an

d H

an

dlin

g o

f Instru

me

nts

IV.

Th

e E

ng

ine

er’s Tra

nsit

A.

Po

sition

ing

the

Tripo

d

B.

Mo

un

ting

the

Tran

sit

C.

Atta

chin

g th

e p

lum

b b

ob

D.

Pa

rts of th

e Tra

nsit

E.

Leve

ling

the

Pla

te le

vel b

ub

ble

F.

Re

ad

ing

Tran

sit Ve

rnie

rs

G.

Ca

re o

f the

Tran

sit

3

Page 4: Lecture 3--Surveying Fieldwork and Instrumentation

Ch

ara

cteristics o

f a g

oo

d fie

ld n

ote

Th

e fie

ld n

ote

bo

ok

Typ

es o

f no

tes

Info

rma

tion

Fo

un

d in

a F

ield

No

teb

oo

k

SU

RV

EY

FIE

LD N

OT

ES

4

Page 5: Lecture 3--Surveying Fieldwork and Instrumentation

Su

rvey

ing

Fie

ld N

ote

s

•C

on

stitute

the

on

ly re

liab

le a

nd

pe

rma

ne

nt

reco

rd o

f actu

al w

ork

do

ne

in th

e fie

ld

•R

elia

bility

mu

st be

en

sure

d

•Fo

rms p

art o

f the

officia

l surve

y re

cord

Form

s pa

rt of th

e o

fficial su

rvey

reco

rd

•K

ep

t for fu

ture

refe

ren

ce

5

Page 6: Lecture 3--Surveying Fieldwork and Instrumentation

Ch

ara

cteristics o

f a G

oo

d F

ield

No

te

•M

ust b

e co

mp

lete

, leg

ible

, con

cise,

com

pre

he

nsive

an

d lo

gica

lly a

rran

ge

d

•S

ho

uld

be

inte

lligib

le to

oth

ers

•M

ust re

flect a

ctua

l ob

serva

tion

s

Su

rvey

ing

Fie

ld N

ote

s

•M

ust re

flect a

ctua

l ob

serva

tion

s

•M

ust b

e n

ea

tly d

on

e a

s this ca

n b

e u

sed

in a

cou

rt pro

cee

din

g

6

Page 7: Lecture 3--Surveying Fieldwork and Instrumentation

Th

e F

ield

No

teb

oo

k

Sh

ou

ld b

e:

–o

f go

od

qu

ality

rag

pa

pe

r

–w

ith stiff b

oa

rd o

r lea

the

r cove

r

–o

f po

cket size

Su

rvey

ing

Fie

ld N

ote

s

–o

f po

cket size

7

Page 8: Lecture 3--Surveying Fieldwork and Instrumentation

Typ

es o

f No

tes

1.

Ske

tche

s

–D

raw

n fre

eh

an

d a

nd

of lib

era

l size

–R

are

ly tru

e to

scale

–M

ay u

se co

nve

ntio

na

l surve

y sy

mb

ols

Su

rvey

ing

Fie

ld N

ote

s

2.

Tab

ula

tion

s

–U

sed

for n

um

erica

l valu

es

–A

dva

nta

ge

s:

�P

reve

nts m

istake

s

�A

llow

s ea

sy ch

eck

ing

8

Page 9: Lecture 3--Surveying Fieldwork and Instrumentation

Typ

es o

f No

tes

3.

Exp

lan

ato

ry N

ote

s

–W

ritten

de

scriptio

n o

f field

wo

rk

–P

lace

d a

t strate

gic p

ositio

ns:

�R

igh

t-ha

nd

pa

ge

of th

e fie

ld n

ote

bo

ok

Su

rvey

ing

Fie

ld N

ote

s

�R

igh

t-ha

nd

pa

ge

of th

e fie

ld n

ote

bo

ok

�W

he

re th

ey

do

no

t inte

rfere

with

oth

er d

ata

�C

lose

as p

ossib

le to

tha

t wh

ich th

ey

exp

lain

9

Page 10: Lecture 3--Surveying Fieldwork and Instrumentation

Typ

es o

f No

tes

4.

Co

mp

uta

tion

s

–M

ost a

re m

ad

e a

lge

bra

ically

by sim

ple

a

rithm

etica

l step

s an

d trig

on

om

etric

fun

ction

s

–G

rap

hica

l solu

tion

s usin

g a

ccura

tely

scale

d

Su

rvey

ing

Fie

ld N

ote

s

–G

rap

hica

l solu

tion

s usin

g a

ccura

tely

scale

d

dra

win

gs a

re a

lso u

sed

5.

Co

mb

ina

tion

s

–M

ost e

xten

sive su

rveys u

se th

e m

en

tion

ed

fo

ur ty

pe

s

–D

ep

en

ds o

n th

e su

rveyo

r’s jud

gm

en

t

10

Page 11: Lecture 3--Surveying Fieldwork and Instrumentation

Info

rma

tion

Fou

nd

in a

Fie

ld N

ote

bo

ok

1.

Fie

ldw

ork

Title

–O

fficial n

am

e o

f the

surve

y to

be

do

ne

; Sta

te

na

ture

or p

urp

ose

; Sh

ou

ld a

lso in

clud

e lo

catio

n

2.

Da

te a

nd

Tim

e

3.

We

ath

er C

on

ditio

ns

Su

rvey

ing

Fie

ld N

ote

s

3.

We

ath

er C

on

ditio

ns

–R

ela

tive te

mp

era

ture

; rain

y, clou

dy o

r fine

; win

d

velo

city, fog

4.

Gro

up

Me

mb

ers a

nd

De

sign

atio

ns

5.

Eq

uip

me

nts/A

ccesso

ries U

sed

–In

clud

e b

ran

d a

nd

seria

l/instru

me

nt n

um

be

r

11

Page 12: Lecture 3--Surveying Fieldwork and Instrumentation

Ch

ief o

f Pa

rty

Assista

nt C

hie

f of P

arty

Instru

me

nt M

an

Tech

nicia

n

Co

mp

ute

r

Re

cord

er

He

ad

Tap

em

an

Re

ar Ta

pe

ma

n

Fla

gm

an

Ro

dm

an

FIE

LD S

UR

VE

Y P

AR

TY

Ro

dm

an

Pa

cer

Axe

ma

n/Lin

em

an

Aid

ma

n

Utility

Me

n

12

Page 13: Lecture 3--Surveying Fieldwork and Instrumentation

Fie

ld S

urve

y P

arty

1.

Ch

ief o

f Pa

rty

–R

esp

on

sible

for

�o

vera

ll dire

ction

, sup

erv

ision

an

d o

pe

ratio

na

l

con

trol o

f the

surve

y p

arty

con

trol o

f the

surve

y p

arty

�Lo

gistics a

nd

tech

nica

l req

uire

me

nts

�C

on

sulta

tion

with

the

clien

t or im

me

dia

te su

pe

rior

�S

urve

y re

po

rts an

d re

cord

s

�P

rep

are

s cost e

stima

tes a

nd

disb

urse

me

nts

–M

ay b

e ca

lled

up

on

as a

n e

xpe

rt witn

ess in

cou

rts1

3

Page 14: Lecture 3--Surveying Fieldwork and Instrumentation

Fie

ld S

urve

y P

arty

2.

Assista

nt C

hie

f of P

arty

–A

ssists the

chie

f

–R

esp

on

sible

for

�G

rou

nd

reco

nn

aisa

nce

�G

rou

nd

reco

nn

aisa

nce

�E

mp

loy

me

nt o

f eq

uip

me

nts

�P

rep

ara

tion

of re

po

rts an

d p

lan

s to b

e su

bm

itted

to

the

chie

f

14

Page 15: Lecture 3--Surveying Fieldwork and Instrumentation

Fie

ld S

urve

y P

arty

3.

Instru

me

nt M

an

–D

utie

s:

�S

et u

p, le

vel a

nd

op

era

te in

strum

en

ts

�C

he

cks tha

t instru

me

nts a

re in

go

od

wo

rkin

g

�C

he

cks tha

t instru

me

nts a

re in

go

od

wo

rkin

g

con

ditio

n a

nd

in p

rop

er a

dju

stme

nts

�A

ssists tech

nicia

n in

op

era

ting

ele

ctron

ic

eq

uip

me

nts

�Lim

ited

sup

erv

ision

ove

r pe

rson

ne

l do

ing

ma

nu

al

tasks

15

Page 16: Lecture 3--Surveying Fieldwork and Instrumentation

Fie

ld S

urve

y P

arty

4.

Tech

nicia

n

–R

esp

on

sible

for :

�th

e u

se a

nd

op

era

tion

of e

lectro

nic in

strum

en

ts

�E

stab

lishm

en

t of tw

o-w

ay

com

mu

nica

tion

link

by

rad

io

for lo

ng

surve

y lin

es o

r dista

nt sta

tion

sfo

r lon

g su

rvey

line

s or d

istan

t statio

ns

5.

Co

mp

ute

r

–P

erfo

rms su

rvey d

ata

com

pu

tatio

ns a

nd

che

cks

–R

esp

on

sible

for th

e u

se o

f calcu

lato

rs an

d o

the

r e

lectro

nic co

mp

utin

g e

qu

ipm

en

ts

–A

ssists in co

mp

ute

rized

surve

yin

g syste

ms o

r e

qu

ipm

en

ts

16

Page 17: Lecture 3--Surveying Fieldwork and Instrumentation

Fie

ld S

urve

y P

arty

6.

Re

cord

er

–D

utie

s:

�K

ee

p a

reco

rd o

f field

no

tes, sch

ed

ule

of w

ork

, e

mp

loye

d p

erso

nn

el

�C

lerica

l job

s rela

ted

to su

rvey

ing

in th

e o

ffice�

Cle

rical jo

bs re

late

d to

surve

yin

g in

the

office

�U

nd

erta

kes lim

ited

carto

gra

ph

ic job

s

7.

He

ad

Tap

em

an

–R

esp

on

sible

for:

�A

ccura

cy a

nd

spe

ed

of ta

pin

g o

pe

ratio

ns

�D

irects m

ark

ing

of sta

tion

s an

d cle

arin

g th

e LO

S

�C

he

cks tap

e fo

r erro

rs in sta

nd

ard

len

gth

17

Page 18: Lecture 3--Surveying Fieldwork and Instrumentation

Fie

ld S

urve

y P

arty

8.

Re

ar Ta

pe

ma

n

–A

ssists the

he

ad

tap

em

an

du

ring

tap

ing

wo

rk

an

d in

oth

er re

late

d w

ork

9.

Fla

gm

an

9.

Fla

gm

an

–D

utie

s:

�H

old

s flag

po

le o

r ran

ge

po

les a

t pts d

irecte

d b

y th

e

instru

me

nt m

an

�H

elp

s the

tap

em

an

an

d a

xem

an

18

Page 19: Lecture 3--Surveying Fieldwork and Instrumentation

Fie

ld S

urve

y P

arty

10

.Ro

dm

an

–H

old

s the

stad

ia o

r leve

ling

rod

s

11

.Pa

cer

–C

he

ck m

ea

sure

me

nts b

y th

e ta

pe

ma

n–

Ch

eck

me

asu

rem

en

ts by th

e ta

pe

ma

n

–M

ay a

lso b

e a

rod

ma

n

12

.Axe

ma

n/Lin

em

an

–C

lea

rs an

y o

bstru

ction

to th

e LO

S

–E

nsu

res th

e sa

fety

of th

e w

ho

le su

rvey p

arty

–M

ay a

lso ca

rry fire

arm

s

19

Page 20: Lecture 3--Surveying Fieldwork and Instrumentation

Fie

ld S

urve

y P

arty

13

.A

idm

an

–R

en

de

rs first aid

trea

tme

nts

–M

ay

be

com

e a

n a

ssistan

t instru

me

nt m

an

14

.U

tility M

en

–R

en

de

r oth

er fo

rms o

f assista

nce

as d

irecte

d b

y th

e

chie

fch

ief

–C

an

be

de

sign

ate

d a

s the

drive

r

–P

rep

are

s lod

gin

g, se

rve m

ea

ls, an

d e

nsu

re th

e

secu

rity o

f the

wh

ole

surve

y p

arty

–R

esp

on

sible

for h

an

dlin

g a

nd

tran

spo

rting

in

strum

en

ts , acce

ssorie

s an

d su

pp

lies

–A

ssists also

in th

e la

yin

g o

f con

crete

r mo

nu

me

nts,

ma

rkers a

nd

sign

als

20

Page 21: Lecture 3--Surveying Fieldwork and Instrumentation

CA

RE

AN

D H

AN

DLIN

G O

F

INS

TR

UM

EN

TS

21

Page 22: Lecture 3--Surveying Fieldwork and Instrumentation

Ca

re a

nd

Ha

nd

ling

of In

strum

en

ts

1.

Ha

nd

le w

ith ca

re

2.

Faste

n se

cure

ly to

the

tripo

d

3.

Ca

rry o

n yo

ur sh

ou

lde

r: –

tripo

d le

gs fo

rwa

rd

–A

void

if pa

ssing

thru

do

orw

ays o

r be

ne

ath

low

-–

Avo

id if p

assin

g th

ru d

oo

rwa

ys or b

en

ea

th lo

w-

ha

ng

ing

bra

nch

es �

carry

un

de

r the

arm

, he

ad

of

the

instru

me

nt in

fron

t

4.

Cla

mp

-screw

s sho

uld

be

clam

pe

d ve

ry lig

htly

w

he

n:

–B

ein

g ca

rried

or h

an

dle

d

–P

uttin

g it b

ack

to its ca

se

22

Page 23: Lecture 3--Surveying Fieldwork and Instrumentation

Ca

re a

nd

Ha

nd

ling

of In

strum

en

ts

5.

Pro

tect th

e in

strum

en

t from

imp

act a

nd

vib

ratio

n.

6.

Ne

ver le

ave

the

instru

me

nt a

lon

e.

7.

Tripo

d le

gs sh

ou

ld n

ot b

e se

t too

close

tog

eth

er b

ut

sho

uld

be

firmly

pla

nte

d.

8.

Do

n’t to

uch

the

instru

me

nt w

he

n o

bse

rvatio

n is

8.

Do

n’t to

uch

the

instru

me

nt w

he

n o

bse

rvatio

n is

be

ing

ma

de

.

9.

Ne

ver ru

b th

e co

ate

d le

nse

s of a

tele

scop

e w

ith th

e

fing

ers o

r with

a ro

ug

h clo

th. U

se ca

me

l’s ha

ir bru

sh.

10

.In

form

the

office

r-in-ch

arg

e to

the

instru

me

nt fo

r an

y

da

ma

ge

, no

ma

tter h

ow

sma

ll it ma

y b

e.

23

Page 24: Lecture 3--Surveying Fieldwork and Instrumentation

Po

sition

ing

the

Tripo

d

Mo

un

ting

the

Tran

sit

Atta

chin

g th

e p

lum

b b

ob

Pa

rts of th

e Tra

nsit

Leve

ling

the

Pla

te le

vel b

ub

ble

Re

ad

ing

Tran

sit Ve

rnie

rs

Ca

re o

f the

Tran

sit

TH

E E

NG

INE

ER

’S T

RA

NS

IT

Ca

re o

f the

Tran

sit

24

Page 25: Lecture 3--Surveying Fieldwork and Instrumentation

En

gin

ee

r’s Tran

sit

�C

red

ited

to R

oe

me

r, a D

an

ish A

stron

om

er, w

ho

in

16

90

use

d th

e in

strum

en

t to o

bse

rve th

e p

assa

ge

(tran

sit) of sta

rs acro

ss the

cele

stial m

erid

ian

�E

ssen

tially

a te

lesco

pe

an

d tw

o la

rge

pro

tracto

rs

�1

pro

tracto

r mo

un

ted

in th

e h

orizo

nta

l pla

ne

an

d

the

oth

er in

a ve

rtical p

lan

e

�A

n in

strum

en

t of p

recisio

n

25

Page 26: Lecture 3--Surveying Fieldwork and Instrumentation

Se

tting

Up

Th

e Tra

nsit

POSITIONING THE TRIPOD

1.

On

fairly

lev

el g

rou

nd

:

�trip

od

is set u

p n

ea

r an

d o

ver th

e se

lecte

d p

oin

t with

the

leg

s we

ll spre

ad

ap

art to

en

sure

stab

ility

�se

e to

it tha

t the

tripo

d h

ea

d is n

ea

rly sta

ble

3.

Se

t the

tripo

d in

a co

nve

nie

nt h

eig

ht

(no

ne

ed

to stre

tch o

r stoo

p)

2. O

n h

illside

s or a

lon

g a

slop

e:

�1

of its le

gs sh

ou

ld e

xten

d u

ph

ill an

d th

e 2

do

wn

hill

�e

ach

tripo

d le

g is th

en

mo

ved

as re

qu

ired

to m

ake

the

tripo

d h

ea

d n

ea

rly le

vel

26

Page 27: Lecture 3--Surveying Fieldwork and Instrumentation

Se

tting

Up

Th

e Tra

nsit

MOUNTING THE TRANSIT

1.

Re

mo

ve th

e tra

nsit fro

m its ca

rryin

g ca

se b

y g

rasp

ing

it

with

bo

th h

an

ds

at th

e le

ve

ling

he

ad

asse

mb

ly o

r at

the

up

righ

t stan

da

rds

2.

With

on

e h

an

d, scre

w th

e le

velin

g h

ea

d o

f the

tran

sit

4.

Re

mo

ve th

e o

bje

ctive ca

p a

nd

rep

lace

with

the

sun

sha

de

2.

With

on

e h

an

d, scre

w th

e le

velin

g h

ea

d o

f the

tran

sit

firmly

on

to th

e trip

od

he

ad

wh

ile h

old

ing

the

stan

da

rds

at th

e o

the

r ha

nd

3.

Th

e tra

nsit sh

ou

ld fit sn

ug

lya

nd

be

ar firm

ly.

27

Page 28: Lecture 3--Surveying Fieldwork and Instrumentation

Se

tting

Up

Th

e Tra

nsit

ATTACHING THE PLUMB BOB

�P

lum

bb

ob

an

da

string

isa

ttach

ed

toth

etra

nsit

by

susp

en

din

git

from

the

ho

ok

an

dch

ain

tha

th

an

gs

at

the

bo

ttom

of

the

leve

ling

he

ad

.

�R

aise

or lo

we

r the

plu

mb

bo

b u

sing

the

slidin

g lo

op

-kn

ot

�B

ring

the

plu

mb

bo

bclo

seto

the

cen

ter

of

the

po

int

by

mo

vin

g

or

pre

ssing

1o

r2

tripo

dle

gs

mo

refirm

lyin

toth

eg

rou

nd

�R

aise

or lo

we

r the

plu

mb

bo

b u

sing

the

slidin

g lo

op

-kn

ot

�Lo

we

r do

wn

the

plu

mb

bo

b w

ithin

ab

ou

t 0.5

cm a

bo

ve th

e

gro

un

d p

oin

t

28

Page 29: Lecture 3--Surveying Fieldwork and Instrumentation

Ma

in P

arts o

f the

Tran

sit

1.

Up

pe

r Pla

te (o

r Alid

ad

e)

2.

Low

er P

late

3.

Leve

ling

He

ad

Asse

mb

ly

29

Page 30: Lecture 3--Surveying Fieldwork and Instrumentation

Ma

in P

arts o

f the

En

gin

ee

r’s Tran

sit

30

Page 31: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

�C

on

tain

s:

�sta

nd

ard

s �su

pp

orts th

e te

lesco

pe

an

d le

vel

�C

on

sists of th

e e

ntire

top

of th

e tra

nsit

�E

ntire

asse

mb

ly ro

tate

s ab

ou

t a ve

rtical a

xis

En

gin

ee

r’s Tran

sit

�sta

nd

ard

s �su

pp

orts th

e te

lesco

pe

an

d le

vel

tub

e

�ve

rtical circle

an

d ve

rnie

r

�co

mp

ass b

ox

�circu

lar co

ver p

late

an

d p

late

leve

l via

ls

�u

pp

er cla

mp

�ta

ng

en

t screw

�n

ee

dle

lifter

31

Page 32: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

a)TELESCOPE

�U

sed

for:

1. F

ixing

the

dire

ction

of LO

S

2. V

iew

ing

the

ob

jects

En

gin

ee

r’s Tran

sit

�C

an

be

rota

ted

ab

ou

t its ho

rizon

tal a

xis

�D

irect p

ositio

n =

> le

vel v

ial is a

bo

ve th

e te

lesco

pe

�R

eve

rsed

po

sition

=>

leve

l via

l is be

low

the

tele

scop

e

2. V

iew

ing

the

ob

jects

3. M

ag

nifica

tion

in th

e F

OV

32

Page 33: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

b) STANDARDS

�In

teg

ral p

arts o

f the

up

pe

r pla

te

En

gin

ee

r’s Tran

sit

�U

sed

to:

1. H

old

into

po

sition

the

ho

rizon

tal a

xle le

vel

2. E

leva

te o

r de

pre

ss the

tele

scop

e b

y ro

tatin

g o

n a

n a

xis

pe

rpe

nd

icula

r to th

e LO

S

33

Page 34: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

�U

sed

to:

1. E

stab

lish m

ag

ne

tic me

ridia

n

c) COMPASS BOX

En

gin

ee

r’s Tran

sit

1. E

stab

lish m

ag

ne

tic me

ridia

n

2. To

allo

w ro

ug

h ch

ecks o

n m

ea

sure

d a

ng

les

�M

ag

ne

tic ne

ed

le ca

n b

e lifte

d fro

m its p

ivot b

y th

e

ne

ed

le lifte

r

34

Page 35: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

d) PLATE LEVEL VIALS

�P

ositio

ne

d a

t righ

t an

gle

s to e

ach

oth

er

En

gin

ee

r’s Tran

sit

�U

sed

to:

Esta

blish

the

up

pe

r an

d lo

we

r pla

tes in

a h

orizo

nta

l

pla

ne

35

Page 36: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

e) VERTICAL CIRCLE

�A

ttach

ed

to th

e te

lesco

pe

an

d ro

tate

s with

it En

gin

ee

r’s Tran

sit

�U

sed

to:

me

asu

re ve

rtical a

ng

les

36

Page 37: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

f) PLATE VERNIERS

�Tw

o o

pp

osite

vern

iers (A

& B

)

�A

vern

ier

En

gin

ee

r’s Tran

sit

�A

vern

ier

�a

dja

cen

t to th

e e

yep

iece

wh

ere

it is ea

sily u

sed

�B

vern

ier

�1

80

ofro

m A

vern

ier

37

Page 38: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

�S

ma

llte

lesco

pe

thru

the

vertica

lce

nte

ro

fth

etra

nsit

g) O

PTICAL PLUMMET

En

gin

ee

r’s Tran

sit

�S

ma

llte

lesco

pe

thru

the

vertica

lce

nte

ro

fth

etra

nsit

�E

na

ble

sth

ein

strum

en

tto

be

cen

tere

do

ver

ag

iven

po

int

qu

ickly

an

dp

recise

lyb

ym

ea

ns

of

an

op

tical

system

38

Page 39: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

h) TELESCOPE CLAMP

�T

igh

ten

ed

toh

old

the

tele

scop

eh

orizo

nta

lo

ra

t

an

yd

esire

din

clina

tion

En

gin

ee

r’s Tran

sit

an

yd

esire

din

clina

tion

�Lo

cate

dn

ea

rth

eh

orizo

nta

la

xleo

fth

etra

nsit

39

Page 40: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

i) TELESCOPE TANGENT SCREW

�a

.k.a

.ve

rticalcircle

tan

ge

nt

screw

En

gin

ee

r’s Tran

sit

�U

sefu

lw

he

nse

tting

the

cross

ha

irsp

recise

lyo

na

dista

nt

po

int

sigh

ted

�E

na

ble

sth

ete

lesco

pe

tob

ero

tate

din

sma

ll

mo

vem

en

tsa

bo

ut

the

ho

rizon

tal

axis

wh

en

the

tele

scop

ecla

mp

istig

hte

ne

d

40

Page 41: Lecture 3--Surveying Fieldwork and Instrumentation

I. Up

pe

r Pla

te

�A

lock

ing

de

vice

j) UPPER CLAMP

En

gin

ee

r’s Tran

sit

�A

lock

ing

de

vice

�W

he

ntig

hte

ne

d,

itca

use

sth

eu

pp

er

an

dlo

we

rp

late

s

tolo

ckto

ge

the

r

�M

ost

ha

vero

un

dh

ea

ds

an

du

sua

llytu

rnin

the

dire

ction

tan

ge

nt

toth

em

otio

nth

ey

con

trol

41

Page 42: Lecture 3--Surveying Fieldwork and Instrumentation

II. Low

er P

late

�O

rh

orizo

nta

lcircle

�W

he

reh

orizo

nta

la

ng

les

are

me

asu

red

�G

rad

ua

ted

on

itsu

pp

er

face

an

dd

ivid

ed

aro

un

dits

circum

fere

nce

into

36

0o

an

dfu

rthe

rsu

bd

ivisio

ns

En

gin

ee

r’s Tran

sit

�T

he

un

de

rside

isa

ttach

ed

toa

vertica

la

nd

tap

erin

g

spin

dle

calle

dth

eo

ute

rsp

ind

le

circum

fere

nce

into

36

0o

an

dfu

rthe

rsu

bd

ivisio

ns

�C

an

be

he

ldsta

tion

ary

wh

ileth

eu

pp

er

pla

teis

rota

ted

or

can

be

rota

ted

ind

ep

en

de

ntly

�A

so

ne

un

it,ca

nb

ero

tate

da

lsow

ithth

eu

pp

er

pla

te42

Page 43: Lecture 3--Surveying Fieldwork and Instrumentation

II. Low

er P

late

�A

ttach

ed

toth

eh

orizo

nta

lcircle

a)LOWER CLAMP

�D

oe

sn

ot

rota

tew

ithth

eh

orizo

nta

lcircle

En

gin

ee

r’s Tran

sit

�S

top

sa

ny

mo

tion

be

twe

en

the

leve

ling

he

ad

an

dth

e

low

er

pla

te

�D

oe

sn

ot

rota

tew

ithth

eh

orizo

nta

lcircle

�U

sed

toco

ntro

lth

ero

tatio

no

fth

eh

orizo

nta

lcircle

43

Page 44: Lecture 3--Surveying Fieldwork and Instrumentation

II. Low

er P

late

�U

sed

tom

ake

pre

cisese

tting

sa

fter

the

low

er

clam

pis

b) LOWER TANGENT SCREW

En

gin

ee

r’s Tran

sit

�U

sed

tom

ake

pre

cisese

tting

sa

fter

the

low

er

clam

pis

tigh

ten

ed

�It

mo

ves

the

low

er

pla

teto

ad

esire

de

xact

po

sition

usin

ga

sma

llra

ng

eo

fm

ove

me

nt

44

Page 45: Lecture 3--Surveying Fieldwork and Instrumentation

III. Leve

ling

He

ad

Asse

mb

ly

�Lo

we

rp

art

of

the

tran

sit

�A

llow

sth

etra

nsit

tob

ele

vele

da

nd

cen

tere

do

ver

ap

oin

t

En

gin

ee

r’s Tran

sit

�C

on

sistso

f:

�b

otto

mh

orizo

nta

lfo

ot

pla

te

�3

leve

ling

screw

s

�p

lum

bb

ob

cha

in

�a

de

vice

tha

tp

erm

itssm

all

late

ral

mo

vem

en

tso

f

the

tran

sit

ap

oin

t

45

Page 46: Lecture 3--Surveying Fieldwork and Instrumentation

CLA

SS

EX

ER

CIS

E

Ob

serve

wh

at w

ill be

the

effe

ct of th

e d

iffere

nt

com

bin

atio

ns o

f tigh

ten

ing

an

d lo

ose

nin

g o

f

low

er a

nd

up

pe

r clam

ps:

CLA

MP

CO

ND

ITIO

NS

CLA

MP

CO

ND

ITIO

NS

UP

PE

R C

LAM

Plo

ose

ne

dlo

ose

ne

dtig

hte

ne

dtig

hte

ne

d

LOW

ER

CLA

MP

loo

sen

ed

tigh

ten

ed

loo

sen

ed

tigh

ten

ed

Effe

cts�

A horizontal

angle can be

set

New

horizontal

Angle can

be read

Preserved

reading;

target can

be sighted

Fixed

position; no

movement

46

Page 47: Lecture 3--Surveying Fieldwork and Instrumentation

III. Leve

ling

He

ad

Asse

mb

ly

a) LEVELING SCREWS

�U

sed

for le

velin

g th

e in

strum

en

t by th

e p

late

leve

ls

En

gin

ee

r’s Tran

sit

�S

crew

sa

relo

ose

ne

dw

he

nd

esire

dto

shift

tran

sit

late

rally

with

resp

ect

toth

efo

ot

pla

te

�O

pe

rate

in p

airs a

nd

alw

ays tu

rne

d in

op

po

site

dire

ction

s

47

Page 48: Lecture 3--Surveying Fieldwork and Instrumentation

III. Leve

ling

He

ad

Asse

mb

ly

b) PLUMB BOB CHAIN

�C

ha

in w

ith a

ho

ok

:

�S

usp

en

de

d fro

m th

e b

otto

m p

art o

f the

leve

ling

he

ad

asse

mb

ly

En

gin

ee

r’s Tran

sit

�P

lum

b b

ob

string

alw

ays h

an

g ve

rtical d

ue

to g

ravity

he

ad

asse

mb

ly

�H

an

gs b

etw

ee

n th

e trip

od

leg

s

�U

sed

for a

ttach

ing

a strin

g a

n a

plu

mb

bo

b so

tha

t

the

instru

me

nt m

ay b

e se

t exa

ctly o

ver th

e se

lecte

d

po

int o

n th

e g

rou

nd

48

Page 49: Lecture 3--Surveying Fieldwork and Instrumentation

Se

tting

Up

Th

e Tra

nsit

FINAL CENTERING

•S

ee

to it th

at th

e w

ing

nu

ts of th

e trip

od

is tigh

ten

ed

•S

hift th

e le

velin

g h

ea

d o

f the

tran

sit alo

ng

the

foo

t

pla

te to

exa

ctly ce

nte

r the

plu

mb

bo

b

•U

se th

e o

ptica

l plu

mm

et if a

vaila

ble

for a

ccura

te

cen

terin

g:

�lo

ok

at th

e o

ptica

l plu

mm

et

�sh

ift the

instru

me

nt u

ntil th

e re

ticleis p

recise

ly

cen

tere

d o

n th

e g

rou

nd

po

int

49

Page 50: Lecture 3--Surveying Fieldwork and Instrumentation

LEVELING THE PLATE LEVEL BUBBLE

•T

he

bu

bb

le is ce

nte

red

by ro

tatin

g scre

ws 1

an

d 2

in

op

po

site d

irectio

ns

�th

e ro

tatio

ns (se

e fig

ure

) will ca

use

the

bu

bb

le to

the

rota

tion

s (see

figu

re) w

ill cau

se th

e b

ub

ble

to

mo

ve fro

m le

ft to rig

ht

50

Page 51: Lecture 3--Surveying Fieldwork and Instrumentation

LEVELING THE PLATE LEVEL BUBBLE

51

Page 52: Lecture 3--Surveying Fieldwork and Instrumentation

LEVELING THE PLATE LEVEL BUBBLE

•N

ext, ro

tate

the

instru

me

nt so

tha

t the

on

e e

nd

of

the

bu

bb

le tu

be

is alig

ne

d w

ith th

e re

ma

inin

g

screw

•C

en

ter th

e b

ub

ble

in th

is po

sition

by

rota

ting

this

•C

en

ter th

e b

ub

ble

in th

is po

sition

by

rota

ting

this

rem

ain

ing

screw

•T

he

rota

tion

ind

icate

d in

the

figu

re w

ill cau

se th

e

bu

bb

le to

mo

ve

aw

ay

from

leve

l screw

3

52

Page 53: Lecture 3--Surveying Fieldwork and Instrumentation

LEVELING THE PLATE LEVEL BUBBLE

53

Page 54: Lecture 3--Surveying Fieldwork and Instrumentation

LEVELING THE PLATE LEVEL BUBBLE

•R

etu

rn to

the

orig

ina

l po

sition

an

d ch

eck

cen

terin

g o

f

the

bu

bb

le

•R

ota

te th

rou

gh

18

0o

so th

at e

nd

A o

f the

bu

bb

le tu

be

Ro

tate

thro

ug

h 1

80

so th

at e

nd

A o

f the

bu

bb

le tu

be

is on

line

with

leve

l screw

1

•R

ep

ea

t the

pre

vio

us ste

ps so

tha

t all b

ub

ble

tub

es a

re

leve

led

in e

very

dire

ction

.

54

Page 55: Lecture 3--Surveying Fieldwork and Instrumentation

READING

TRANSIT VERNIERS

55

Page 56: Lecture 3--Surveying Fieldwork and Instrumentation

Ashortauxiliary

scaleplaced

alongsidethegraduated

scaleofaninstrumentbymeansofwhichfractio

nalparts

ofthe

leastdivisionofthemainscale

canbemeasu

redprecisely

VERNIER

56

Page 57: Lecture 3--Surveying Fieldwork and Instrumentation

PRINCIPLE O

F THE VERNIER

LEA

ST

CO

UN

T

�F

ine

ne

ss of re

ad

ing

of th

e ve

rnie

ra

nd

ma

in sca

le

�D

ete

rmin

ed

by d

ivid

ing

the

len

gth

of th

e sm

alle

st

div

ision

on

the

ma

in sca

le b

y th

e to

tal n

um

be

r of

vern

ier

div

ision

s. ve

rnie

rd

ivisio

ns.

n sLC=

LC �

Lea

st Co

un

t

s �va

lue

of th

e sm

alle

st div

ision

on

the

ma

in sca

le

n �

# o

f div

ision

s on

the

vern

ier

57

Page 58: Lecture 3--Surveying Fieldwork and Instrumentation

RE

AD

ING

TR

AN

SIT

VE

RN

IER

S

EX

AM

PLE

: Lea

st Co

un

t

LC =

30

min

/30

�LC

= 1

min

s=

30

min

n=

30

58

Page 59: Lecture 3--Surveying Fieldwork and Instrumentation

RE

AD

ING

TR

AN

SIT

VE

RN

IER

S

•A

ho

rizon

tal o

r vertica

l an

gle

is rea

d b

y fin

din

g th

e g

rad

ua

tion

on

the

vern

ier

scale

w/c co

incid

es w

ith a

gra

du

atio

n o

n th

e m

ain

(circle) sca

le u

sed

•In

case

of d

ou

ble

vern

ier, th

ere

will a

lwa

ys be

2 co

incid

en

t

line

•A

dd

t’lfra

ction

al p

arts o

f a d

eg

ree

(to b

e a

dd

ed

to th

e m

ain

scale

rdg

) are

to b

e d

ete

rmin

ed

from

the

coin

cide

nt g

rad

ua

tion

on

the

vern

ier

line

�1

for a

CW

an

gle

& th

e o

the

r for a

CC

W a

ng

le

•T

he

ind

ex m

ark

of th

e ve

rnie

rw

ill sho

w th

e n

um

be

r of d

eg

ree

s

or fra

ction

al p

art o

f a d

eg

ree

(usu

ally

in m

ultip

les o

f 30

, 20

, 15

or

10

min

) pa

ssed

ove

r on

the

ma

in sca

le

59

Page 60: Lecture 3--Surveying Fieldwork and Instrumentation

Reading Horizontal A

ngles using a Vernier

inn

er

circle

rea

din

g

ou

ter

circle

rea

din

g

LC =

s/n =

30

min

/30

= 1

min

Inn

er C

ircle R

ea

din

g (C

W)

= 1

84

0 (m

ain

scale

) + 1

8’ (ve

rnie

r) = 1

84

01

8’

Ou

ter C

ircle R

ea

din

g (C

CW

)

= 1

75

030

’(ma

in sca

le) +

12

’ (vern

ier) =

17

504

2’

So

lutio

n C

he

ck: In

ne

r Circle

Re

ad

ing

+ O

ute

r Circle

Re

ad

ing

= 3

60

000

’6

0

Page 61: Lecture 3--Surveying Fieldwork and Instrumentation

CARE O

F THE TRANSIT

1.

Sto

re th

e tra

nsit in

its carry

ing

case

wh

en

no

t in u

se

2.

Re

mo

ve th

e tra

nsit fro

m th

e trip

od

an

d ca

rry it in

its bo

x wh

en

tran

spo

rting

in a

veh

icle o

r ove

r a lo

ng

wa

lkin

g d

istan

ce

3.

If it be

com

es w

en

t or d

am

p, d

ry it o

ff with

ab

sorb

en

t cloth

or

3.

If it be

com

es w

en

t or d

am

p, d

ry it o

ff with

ab

sorb

en

t cloth

or

pre

fera

bly

in su

nlig

ht

4.

Th

e o

bje

ctive le

ns sh

ou

ld n

ot b

e w

ipe

d a

s it is ea

sily scra

tche

d

�cle

an

it by

rub

bin

g g

en

tly w

ith a

pie

ce o

f soft clo

th

mo

isten

ed

in a

lcoh

ol o

r with

a p

iece

of le

ns p

ap

er

�fin

ish o

ff with

a ca

me

l’s ha

ir bru

sh

61

Page 62: Lecture 3--Surveying Fieldwork and Instrumentation

CARE O

F THE TRANSIT

5. P

rote

ct the

instru

me

nt a

t all tim

es fro

m a

ny

sho

ck o

r sud

de

n

jolt

�n

eve

r allo

w th

e in

strum

en

t to fa

ll or d

rop

6.

Ho

ld th

e tra

nsit in

the

arm

s with

the

tripo

d stick

ing

ou

t to th

e

side

or b

eh

ind

NO

T o

n th

e sh

ou

lde

r

�d

o th

is wh

en

:

•ca

rryin

g it in

side

a b

uild

ing

•T

he

re is d

an

ge

r of strik

ing

the

instru

me

nt a

ga

inst a

ny

ob

structio

ns

62

Page 63: Lecture 3--Surveying Fieldwork and Instrumentation

CARE O

F THE TRANSIT

7. T

he

tran

sit sho

uld

be

lifted

from

the

carry

ing

case

by

gra

spin

g

the

stan

da

rds a

nd

NO

T b

y th

e te

lesco

pe

8. Trip

od

leg

s sho

uld

be

spre

ad

ap

art to

ma

ke it sta

ble

9. Trip

od

sho

es sh

ou

ld b

e su

nk

firmly

to th

e g

rou

nd

10

.It sh

ou

ld n

eve

r be

left u

na

tten

de

d b

eca

use

it ma

y b

e u

pse

t by

pa

ssing

veh

icles, stra

y a

nim

als, p

lay

ing

child

ren

, win

d o

r

ma

yb

e sto

len

11

.A

void

settin

g th

e tra

nsit o

n co

ncre

te sla

bs, b

ou

lde

rs, an

d ste

el

pla

tes

63

Page 64: Lecture 3--Surveying Fieldwork and Instrumentation

CARE O

F THE TRANSIT

12

.G

rad

ua

ted

circles a

nd

vern

iers

sho

uld

no

t be

tou

che

d w

ith th

e

fing

ers. T

his w

ill tarn

ish th

eir su

rface

s.

13

.Ta

rnish

ed

surfa

ces sh

ou

ld b

e cle

an

ed

by

ap

ply

ing

a th

in film

of

oil w

hich

is left fo

r a fe

w h

ou

rs an

d th

en

wip

ed

off w

ith a

soft

oil w

hich

is left fo

r a fe

w h

ou

rs an

d th

en

wip

ed

off w

ith a

soft

clea

n ra

g.

14

.T

igh

ten

clam

ps in

a d

efin

ite a

nd

firm m

an

ne

r, no

t too

seve

re

15

.A

wa

terp

roo

f cove

r for th

e tra

nsit sh

ou

ld a

lwa

ys be

bro

ug

ht

alo

ng

in ca

se o

f rain

s, sho

we

rs an

d th

un

de

rstorm

s.

64