GEOMATIC - Leveling_Special Method
Transcript of GEOMATIC - Leveling_Special Method
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SPECIAL METHODS OFSPECIAL METHODS OF
LEVELINGLEVELINGMohd Efendi Daud (Dr. Sc)
B.Surv (UTM, Malaysia) Msc (UTM, Malaysia), Dr.Sc, (Nagoya Univ., Japan)
(Geomatic Division)
Faculty o Civil & Environmental Engineering!niversiti "un #ussein $nn Malaysia %' atu *ahat
+ohor M,-,S/,.*hone 0 12'342445 1672%342'5 Fa8 0
12'342E9mail 0 efendi:uthm.edu.my
;e<0 htt=0>>[email protected]>
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/nverted Staf
How to readinverted staff
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BS IS FS HoC Reduce Level Remarks
0.770 56.325 55.555 TBM 1= 55.555m
1.632 54.693 road side
-2.417 58.742 under the bridge
-2.963 -3.167 56.529 59.492 under the bridge
-0.2487 59.016 under the bridge
-3.104 -2.901 56.326 59.430 under the bridge
1.218 55.108 road side
1.975 1.354 56.947 54.972 road side
1.387 55.560 TBM 1= 55.555m
94.4AA 94.4A2 33.333
94.4A2 33.3
0.005 0.005
h = BS - FS (Normal case) = BS - (-FS) - Inverted caseRL = BM +BS + FS
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Beci=rocal -eveling
o B and ! distan"es rough#$ e%ua#so that instrumenta# and natura#
errors "an"e# out.o &n some situations' su"h as ri(er or
(a##e$ "rossing' it is not a#)a$s
*ossib#e to ba#an"e B and !distan"es.
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+ro"edure,&nstrument at ,ead sta/ at ' distan"e to
&nstrument at B
ead sta/ at ' distan"e B to
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h1 = X1 - Y1
h2 = X2 - Y2
h = ( h1 h!)"! #$
h = 1"! ((%1&'1) (%!&'!))
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"rigonometric -eveling
on"e*t,
Based on so#ution o right triang#e
Ssin or #tan
e#e(4 = e#e(-
H
SV
AB
C
α
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A
B
no) e#e(ation o , )ant to :nd e#e(ationo B
,s <eore0 S sin
#ere hi ,D and r C
elev elev, 1 hi 1 9 r
C
E
D
SV
α
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G*S -eveling
o Modern ;+ *ro(ide 3< #o"ation
o ' ' and h e#i*soida# height>' or
o ?atitude' #ongitude' and h e#i*soida#height>
???
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Geoid9Elli=soidBelationshi=
Mean Sea Level(Geoid)
lli!soid "errain
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Converting #eights
o on(ersions bet)een e##i*soid heightsand e#e(ations
o @ = orthometri" height reer to ;eoid>
o h = e#i*soida# height reer to e#i*soid>
o <etermining geoid height A>
o #9h
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Suggestions orBod ;or@
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o The rod shou#d be *ro*er#$ etended and"#am*ed.
o TaCe "are to ensure that the bottom o the so#e*#ate does not be"ome en"rusted )ith mud' dirt'and so on' )hi"h "an resu#t in mistaCen readings.
o Dnsure that a## *oints used as turning *oints T+>are suitab#e.
o MaCe sure that the rod is he#d in *re"ise#$ thesame *osition or the B at it )as or the ! ora## T+.
o & rod is he#d tem*orari#$ near to' but not on' a
re%uired #o"ation' the a"e o the rod shou#d beturned a)a$ rom the instrument so that theo*erator "annot taCe a mistaCen reading.
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Suggestions or/nstrument
;or@
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o Ehen setting u* the instrument' gent#$ or"ethe #egs into the ground b$ a**#$ing )eight on
the tri*od shoe s*urs ---F to in"rease stabi#it$.o The #o"ation o the #e(e# setu* shou#d be
"hosen so that $ou "an GseeH the maimumnumber o rod #o"ations' *arti"u#ar#$ B and! #o"ations.
o +rior to taCing rod reading' the "ross hairshou#d be o"used shar*#$.
o ead the rod "onsistent#$' at either the to* orthe bottom o the "ross hair.
o Ae(er mo(e the #e(e# beore a ! is taCen.
o he"C the #e(e# bubb#e remains "entered