Hasil Pengamatan Dan Analisis Data Tekanan Hidro
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Transcript of Hasil Pengamatan Dan Analisis Data Tekanan Hidro
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7/25/2019 Hasil Pengamatan Dan Analisis Data Tekanan Hidro
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HASIL PENGAMATAN DAN ANALISIS DATA
Tabel hasil pengamatan
Tabel 1. Massa jenis zat cair
No. Jenis zat cair Massa (gram) Volume (ml)123
AirMinya!liserin
|97,400,05|
|85,400,05|
|125,400,05|
|1002,5|
|1002,5|
|1002,5|
"egiatan 1. #engaruh e$alaman terha$ap teanan hi$rostati
Jenis zat cair % air
Tabel 2. Hubungan antara keala!an zat cair engan tekanan "ir#statik
No. "e$alaman (cm) #erbe$aan etinggian zat cair pa$a pipa & (cm)1
2
3
'
*
|1,800,05|
|2,0000,05|
|2,500,05|
|3,000,05|
|3,5000,05|
|4,000,05|
|1,500,05|
|1,600,05|
|1,600,05|
|1,800,05|
|1,700,05|
|1,800,05|
|2,400,05|
|2,300,05|
|2,400,05|
|2,600,05|
|2,700,05|
|2,700,05|
|2,900,05|
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|4,500,05|
|3,000,05|
|3,000,05|
|3,200,05|
|3,300,05|
|3,300,05|
|3,400,05|
|3,400,05|
|3,500,05|
"egiatan 2. #engaruh massa +enis zat cair $engan teanan hi$rostati
"e$alaman % |3,000,05| cm
Tabel $. Hubungan antara !assa jenis zat cair engan tekanan "ir#statik
No.Massa +enis zat cair
(gr,ml)#erbe$aan etinggian zat cair pa$a pipa & (cm)
1
2
3
Air |0,974|
Minya |0,854|
!liserin |1,254|
|2,600,05|
|2,700,05|
|2,700,05|
|2,300,05|
|2,200,05|
|2,300,05|
|3,000,05|
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|3,100,05|
|3,000,05|
ANALISIS DATA
1. Analisis #erhitungana. Massa %enis Air
=m
v
mv1
=m
v=
97,40g
100cm3=0,974 g /cm
3
d=| m|dm+| v|dv d=v
1dm+m v
2dv
d
=
v1
mv1dm+
mv2
mv1dv
d=|dmm + dv
v|
=| mm + vv|
=| 0,05gram97,40gram+ 12,5 cm3
100cm3 |0,974 g /cm3
=|0,00051+0,125|0,974 g/cm3
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=0,12551x 0,974g /cm3
=0,12225g /cm3
KR=
X100
KR=0,12225 g /cm3
0,974 g/cm3 X100
KR=12,551 2 Anga -erarti
"% 1//0 1210 % *''40
=| |
=|0,970,12| g,cm3
b. Massa %enis Min&ak
=m
v
mv1
=m
v=
85,40g
100cm3=0,854 g /cm
3
=| mm + vv|
=| 0,05gram85,40gram+ 12,5 cm3
100cm3 |0,854 g /cm3
=|0,0006+0,125|0,854g /cm3
=0,1256x0,854 g /cm3
=0,10726g /cm3
KR=
X100
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KR=0,10726 g /cm3
0,854 g/cm3 X100
KR=12,56 2 Anga -erarti
"% 1//0 120 % *''0
=| |
=|0,850,10| g,cm3
c. Massa %enis Gliserin
=mv
mv1
=m
v=
125,40 g
100cm3=1,254 g /cm
3
=| mm + vv|
=
| 0,05
gram125,40 gram+12,5
cm
3
100cm3
|1,254 g/cm
3
=|0,0004+0,125|1,254g /cm3
=0,1254x1,254 g /cm3
=0,15725g /cm3
KR=
X100
KR=0,15725 g /cm3
1,254g /cm3 X100
KR=12,54 2 Anga -erarti
"% 1//0 12'0 % *'0
=| |
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=|1,250,15| g,cm3
'egiatan 1
1. 5ata rata etinggian
(ntuk keala!an |1,800,05|cm
h=(1,50+1,60+1,60 )cm
3=1,57cm
h1 |1,501,57|cm=0 ,07 cm
h2 |1,601,57|cm=0,03 cm
h3 |1,601,57|cm=0 ,03c m
KR= h
h X100
KR=0,07 cm
1,57 cmX100
KR=4,459 2 Anga -erarti
"% 1//0 ''40 % 4'1 0
h=|h h|
h=|1,570,07| c!
P= gh
P=(0,974 g
cm3 )(980
cm
s2 ) (1,57 cm)
P= 1'44 g,c m s2
dP=| P |d+| P h|dh
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dP
P=|g h d gh|+|g dhgh|
dP
P=|d|+|dhh|
P=| + hh|P
P=|0,12225 g/c m3
0,974 g /c m3 +
0,07 cm
1,57 cm| 1'44 g,c m s2 P=|0,12551+0,04459| 1'44 g,c m s2
P=0,1701 6 1'44 g,c m s2
P=254,91 g,c m s2 % 2'41 kg /ms2
P= 1498,59 g,c m s2 % 1'44 kg /ms2
KR= P
P x 100
KR=25,491kg/ms
2
149,859 kg/ms2x 100
KR=17,01 2 Anga -erarti
DK=10017,01=82,99
P=
|P P|
P=|1,490,25|102 kg/ms2
(ntuk keala!an |2,000,05|cm
h=(1,80+1,70+1,80 )cm
3=1,76 cm
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h1 |1,801,76|cm=0 ,04cm
h2 |1,701,76|cm=0 ,06 cm
h3 |1,801,76|cm=0 ,04cm
KR= h
hX100
KR=0,06 cm
1,76 cmX100
KR=3,4 3 Anga -erarti
"% 1//0 3'0 % 4 0
h=|h h|
h=|1,760 ,06| c!
P= gh
P=(0,974 g
cm3 )(980
cm
s2 ) (1,76 cm)
P=1679,95 g,c m s2
P=| + hh|P
P=
|0,12225 g/c m
3
0,974 g /c m3 +
0,06cm
1,76cm
| 1679,95
g,c
m
s
2
P=|0,12551+0,03409| 1679,95 g,c m s2
P=0,1596 6 1679,95 g,c m s2
P=268,12 g,c m s2 % 212 g, ms2
P= 1679,95g /c m s2=167,995kg/ms2
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KR= P
P x 100
KR= 26,812 kg/ms2
167,995 kg/ms2x 100
KR=15,96 2 Anga -erarti
DK=10015,96=84,04
P=|P P|
P=|1,670,26|102 kg/ms2
(ntuk keala!an)2*+, - ,*,+)
h=(2,40+2,30+2,40 ) cm
3=2,36 cm
h1 |2,402,36|cm=0,04 cm
h2 |2,302,36|cm=0 ,06cm
h3 |2,402,36|cm=0,04 cm
h= hmas% // cm
KR= h
h X100
KR=0,06 cm
2,36 cmX100
KR=2,54 2 Anga -erarti
"% 1//0 2' 0 % 4*' 0
h=|2,360,06| c!
P= gh
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P=(0,974 gcm3 )(980cm
s2 ) (2,36 cm)
P= 222 g,c m s2
P=| + hh|P
P=|0,12225 g/c m3
0,974 g /c m3 +
0,06cm
2,36cm| 222g,c m s2
P=|0,12551+0,02542| 222g,c m s2
P=0,15093 6 222 g,c m s2
P=339,99 g,c m s2 % 33444 g, ms2
P= 2252,66g /c ms 2=225,266 kg /ms2
KR= P
P x 100
KR= 33,999 kg/ms
2
225,266 kg/ms2x 100
KR=15,09 2 Anga -erarti
DK=10015,09=84,91
P=|P P|
P=|2,250,33|10 2 kg /ms2
(ntuk keala!an |3,000,05|cm
h=(2,60+2,70+2,70 ) cm
3=2,66cm
h1|2,602,66|cm=0 ,06cm
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h2 |2,702,66|cm=0 ,04 cm
h3 |2,702,66|cm=0 ,04 cm
h= //
KR= h
h X100
KR=0,06 cm
2,66 cmX100
K R=2 ,25 2 Anga -erarti
"% 1//0 220 % 4** 0
h=|h h|
h=|2,660,06| c!
P= gh
P=(0,974 g
cm3 )(
980cms2 ) (
2,66 cm)
P= 234/2 g,c m s2
P=| + hh|P
P=
|
0,12225 g/c m3
0,974 g/
c m
3 +
0,06cm
2,66cm
|234/2 g,c m s2
P=|0,12551+0,02256| 234/2 g,c m s2
P=0,14807 6 234/2 g,c m s2
P=375,95 g,c m s2 % 3*4 kg /ms2
P= 2539,02g /cm s2=253,902kg /ms2
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KR= P
P x 100
KR= 37,595kg/ms2
253,902 kg/ms2x100
KR=14,80 2 Anga -erarti
DK=10014,80=85,20
P=|P P|
P=|2,530,37|10 2 kg /ms2
(ntuk keala!an |3,500,05|cm
h=(2,90+3,00+3,00 ) cm
3=2,96 cm
h1 |2,902,96|cm=0 ,06cm
h2 |3,002,96|cm=0,04 cm
h3 |3,002,96|cm=0 ,04 cm
h= //
KR= h
h X100
KR=
0,06 cm
2,96 cmX100
KR=2 3 Anga -erarti
"% 1//0 2 0 % 4 0
h=|h h|
h=|2,960,06| c!
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P= gh
P=(0,974 g
cm3 )(980
cm
s2 ) (2,96 cm)
P= 223* g,c m s2
P=| + hh|P
P=
|0,12225 g/c m
3
0,974 g /c m3 +
0,06cm
2,96cm
| 223* g,c m
s2
P=|0,12551+0,02027| 223*g,c m s2
P=0,14578 6 223* g,c m s2
P=411,88 g,c m s2 % '11 kg /ms2
P= 2825,37g /c m s2=282,537 kg/ms2
KR= P
P x 100
KR= 41,188kg /ms2
282,537 kg /ms2x 100
KR=14,57 2 Anga -erarti
DK=10014,57=85,43
P=|P P|
P=|2,820,41|10 2 kg /ms2
(ntuk keala!an |4 ,000,05|cm
h=(3,20+3,30+3,30 )cm
3=3,26 cm
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h1 |3,203,26|cm=0 ,06cm
h2 |3,303,26|cm=0 ,04 cm
h3 |3,303,26|cm=0 ,04cm
h= //
KR= h
h X100
KR=
0,06 cm
3,26 cmX100
KR=1 3 Anga -erarti
"% 1//0 10 % 440
h=|h h|
h=|3,260,06| c!
P= gh
P=(0,974 gcm3 )(980cm
s2 ) (3,26 cm)
P= 3111*3 g,c m s2
P=| + hh|P
P=|0,12225 g/c m3
0,974 g /c m3 +
0,06cm
3,26cm| 3111*3 g,c m s2 P=|0,12551+0,0184| 3111*3 g,c m s2
P=0,14391 6 3111*3 g,c m s2
P=447,80 g,c m s2% ''*/ kg /ms2
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P= 3111*3 g,c m s2 311,173kg /ms2
KR= PP
x 100
KR= 44,780kg/ms2
311,173kg /ms2x100
KR=14,39 2 Anga -erarti
DK=10014,39=85,61
P=|P P|
P=|3,110 ,44| 1,2 kg /ms2
(ntuk keala!an |4 ,500,05|cm
h=(3,40+3,40+3,50 )cm
3=3,43 cm
h1 |3,403,43|cm=0,03 cm
h2 |3,403,43|cm=0,03 cm
h3 |3,503,43|cm=0,07 cm
h= hmas% //* cm
KR=
h
h X100
KR=0,07 cm
3,43 cmX100
KR=2 3 Anga -erarti
"% 1//0 2 0 % 4 0
h=|h h|
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h=|3,430,07| c!
P= gh
P=(0,974 gcm3 )(980cm
s2 ) (3,43 cm )
P= 32*' g,c m s2
P=| + hh|P
P=|0,12225 g/c m3
0,974 g /c m3 +
0,07 cm
3,43 cm| 32*' g,c m s2 P=|0,12551+0,02041| 32*' g,c m s2
P=0,14592 6 32*'g,c m s2
P=477,74 g,c m s2 % '***' kg /ms2
P= 3274n g/c m s 2% 327,4 kg /ms2
KR= P
P x 100
KR=47,774 kg/ms
2
327,4kg /ms2
x100
KR=14,59 2 Anga -erarti
DK=10014,59=85,41
P=|P P|
P=|3,270,47|10 2 kg /ms2
"egiatan 2. #engaruh massa +enis zat cair terha$ap teanan hi$rostati
"e$alaman73// 8 //7cm
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Massa jenis air 0,974 gc!$
h= (2,60+2,70+2,70 ) cm3
=2,66 cm
h1 |2,602,66|cm=0,06 cm
h2 |2,702,66|cm=0,04 cm
h3 |2,702,66|cm=0,04 cm
h=
//
KR= h
h X100
KR=0,06 cm
2,66 cmX100
K R=2,25 2 Anga -erarti
"% 1//0 220 % 4** 0
h=|h h|
h=|2,660,06| c!
P= gh
P=(0,974 gcm3 )(980cm
s2 ) (2,66 cm)
P= 234/2 g,c m s2
P=| + hh|P
P=|0,12225 g/c m3
0,974 g /c m3 +
0,06cm
2,66cm| 234/2 g,c m s2 P=|0,12551+0,02256|
234/2 g,c m
s2
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P=0,14807 6 234/2 g,c m s2
P=375,95 g,c m s2 % 3*4 kg /ms2
P= 2539,02g /cm s2=253,902kg /ms2
KR= P
P x 100
KR= 37,595kg/ms2
253,902 kg/ms2x100
KR=14,80 2 Anga -erarti
DK=10014,80=85,20
P=|P P|
P=|2,530,37|10 2 kg /ms2
Massa jenis !in&ak ,*/+0 gc!$
h=(2,30+2,20+2,30 ) cm
3=2,26 cm
h1 |2,302,26|cm=0,04cm
h2 |2,202,26|cm=0 ,06 cm
h3 |2,302,26|cm=0 ,04 cm
h= //
KR= h
h X100
KR=0,06 cm
2,26 cmX100
KR=2 3 Anga -erarti
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"% 1//0 2 0 % 4 0
h=|h h|
h=|2,260,06| cm
P= gh
P=(0,854 gcm3 )(980cm
s2 ) (2,26 cm)
P= 141'3 g,c m s2
P=| + hh|P
P=|0,10726 g /c m3
0,854 g /c m3 +
0,06cm
2,26cm| 141'3 g,c m s2 P=|0,1256+0,02655| 141'3 g,c m s2
P=0,15215 6 141'3g,c m s2
P=287,78 g,c m s2 % 2** kg /ms2
P= 141'3 g,c m s2 189,143kg/ms2
KR= P
P x 100,
KR= 28,778 kg/ms
2
189,143 kg/ms2x 100
KR=15,21 2 Anga -erarti
DK=10015,21=84,79
P=|P P|
P=|1,890,28|10 2 kg /ms2
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Massa jenis gliserin 1*2+0 gc!$
h=
(3,00+3,10+3,00 )cm3 =3,03cm
h1 |3,003,03|cm=0,03 cm
h2 |3,103,03|cm=0,07 cm
h3 |3,003,03|cm=0,03 cm
h= //*
KR= h
h X100
KR=0,07 cm
3,03 cmX100
KR=2 3 Anga -erarti
"% 1//0 20 % 40
h=|h h|
h=|3,030,07| cm
P= gh
P=(1,254 gcm3 )(980cm
s2 )(3,03 cm )
P=
3*232 g,c m s2
P=| + hh|P
=|0,15725g /cm3
1,254 g /cm3 +
0,07 cm
3,03 cm|3723,62g /cm2
=|0,1254+0,0231|3723,62g/cm2
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=0,1485x 3723,62 g /cm2
P=552,95 g,c m s2% 24 kg /ms2
P= 3723,62
g
cms2=372,362 kg /ms
2
K R= P
P x 100
KR= 55,295 kg/ms2
372,362kg /ms2x100
KR=14,85 2 Anga -erarti
DK=10014,85=85,15
P=|P P|
P=|3,720,55| 1/2 kg /ms2
PEMAHASAN
#a$a egiatan pertama yaitu pengaruh e$alamam zat cair terha$ap teanan hi$rostatia$apun perban$ingan hasil yang $i $apatan saat pratium $engan analisis $ata yaitu9Tabel 0. Hasil analisis ata kegiatan 1 34engaru" keala!an5
No. "e$alaman (cm) Teanan hi$rostati kg /ms2
1 |1,800,05| |1,490,25|102
2 |2,000,05| |1,670,26|102
3 |2,500,05| |2,250,33|10 2
' |3 ,000,05| |2,530,37|10 2
|3,500,05| |2,820,41|10 2
|4 ,000,05| |3,110,44| 1/2
* |4,500,05| |3,270,47|10 2
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:eperti yang terlihat pa$a tabel ' yang menggambaran hasil $ari egiatan 1 $imanatingat e$alamannya itu berbe$a setiapalinya $an hal itu berpengaruh terha$ap
besarnya Teanan ;i$rostati yang ter$apat pa$a corong. ;al ini men+elasan bah