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8/18/2019 perhitungan bangunan irigasi

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Saluran Pengelak

# %&n &.&3 $oef. *annin" (untu$ tana! berpasir)

b / ! 5 (tabel De Voss)m 1.5 (tabel De Voss)V 0.7 (tabel De Voss)

+er!itun"an ,

%). - (b m!)! (3! %0'!)! 6.5). + b ! (m%)&.' 3.'! !()&0' 8.6056 !3). R - / + 0.7553 !1). # V-

%& ! 1.4825 m*a$a ,5). w = 1/3 * h

w = 0.4942 m

6). H = h w

H = 1.9767

7). !ek "l#ran

$r = &/") / g*h)0.5

$r = 0.2036 ' 1 al#ran (u kr##()

- 14.2857 m+ 12.7577 m '020 buat !itun"an sal. +en"ela$ R 1.1198 m b 7.4125 m

4 11.8600D 1.2045

m3/dt

!

&.'!


3/88

+ael Perh#ungan ,em#r#ngan Sunga# "(l#

- Pak arak ea #ngg# Sle

% +% &.& .5% &.&& &.&&& /h

+ 21.&& .6&& &.% &.&&3 %&.&& '.&

3 +3 3.&& .2%' &.%5 &.&&6

1 +1 3.'& .'2& &.&' &.&&

' +' 1.&& .353 &.% &.&&1

2 +2 1.&& 2.562 &.1% &.&%

+ %.&& 2.62 &.%% &.&&'

6 +6 3&.'& 2.6 &.&5 &.&&3

5 +5 .&& 2.16 &.3' &.&%2

%& +%& %'.&& 2.%&' &.3 &.&

7umla! %'.' Rerata Slope &.&&6

m) (

%.%& &.&&&1

lea(#a(ar

&10

m3/)


4/88


5/88

Penenuan ear ek# enung

8 9 b 8 p 8 St %&.1

9 98 (pembilas pilar) 8 pilar utama8 dindin" pena!an

8 9e 9 8 . (n.:p :a) . ;e %&.1 8 &.& ;e

aa:aa eren;anaan <

Den"an satu pintu pembilas

tama) .&&


6/88

er;u enung +>e ?gee @


7/88

Per(amaan enuk el#mah ?gee @ rumu( mer;u angka)

ke#(#en .&&&

ngk H &.6'&

*a$a 0.476 ngk I %.6'&

E 0.880

4iti$ aal melalui "radien ,

misal E 1

% 0.880

1.136

F 1.162

0.476

0.628

lea(# un;ak mer;u 0C813J0C458)

+er!itun"an beri$utnya ditabel$an ,

I G

&.%&& &.&&

&.&& &.&1&.3&& &.&'%

&.1&& &.&6

&.'&& &.%3

&.2&& &.%6'

&.&& &.12

&.6&& &.3%'

&.5&& &.35%

%.&&& &.12%.%2 &.26

F%.6' .& ;d&06'

F%06' .& ( &.5536 )&06'

F%06'

F&06'

F&06'

F&06'

(&06%3)%06'


8/88

engkung e# #aa( enung

# .%

+er!itun"an selan?utnya ditabel$an ,

lea(# He m) e m)

5.&&& &.&& %&.1 &.&&&

5.%&& &.%& %&. &.&

5.&& &.& %&.& %.56

5.3&& &.3& %&.%6 3.23'

5.1&& &.1& %&.%2 '.'6'

5.'&& &.'& %&.%1 .5&

5.2&& &.2& %&.% %&.&

5.&& &.& %&.%& %.6'1

5.6&& &.6& %&.&6 %'.23

3&.&55 %.%& %&.& '.&5

mber , ;asil +er!itun"an

(. 506%.(3051 %0&3 8 B))^&0' 8 6 / (310'2. B))^&0' &Den"an cara coba8coba didapat$an nilai B u 0.29 m

( dlm m )

VB # / ( B. 9e) 8.68 m/dt

B VB / (".B)^&0' 5.17

Tinggi air sebelum loncatan :

0.29 m

Debit air persatuan lebar : qH # / 9 2.44

Pers. Utk menent. Tinggi loncatan air :

(%/((%(6033^))^&.' 8 ))/&05

1.962 m

Rumus & = ! B 2/3 B 2/3.g)0C5 B e B He1C5

(3103 8 &0& ;e) ;e%0'

& m3/)

%

B

m3/dt

/B %/((%(6r^))^&0' 8 %)

*a$a


9/88


10/88

Perh#ungan lea(# er;u enung

elevasi dasar saluran 26.971

tin""i mu$a ir .&2

elevasi saa! tertin""i 27.500

ma$a ,

elevasi saa! tertin""i .'&&

tin""i air disaa! &.%&&

$e!ilan"an tin""i te$an dari tersier $e saa! &.%&&

$e!ilan"an tin""i te$an dari se$under $e tersier &.%&&

$e!ilan"an tin""i te$an dari primer $e se$under &.%&&

$e!ilan"an tin""i te$an $arena slope &.%'&

$e!ilan"an tin""i te$an $arena alat u$ur &.1&&

$e!ilan"an tin""i te$an dari sun"ai $e sal primer &.&&

persediaan te$anan $arena e$sploitasi &.%&&

persediaan te$anan ban"unan lain &.'&

elea(# mer;u enung 29.000

#ngg# enung 2.029


11/88

dari p diu$ur &0' cm $e $anan $e $iri dpt selisi! nya &0''

"a$ ada $etetapan nya00 di lo"i$a..

Co ada di :+..


12/88

>ntu$ "ambar desi"n mercu (arna biru dan $unin")

R% &.' ;d &.'33

7ara$ R% &.%' ;d &.%6R &. ;d &.%3

7ara$ R &.6 ;d &.3&%


13/88

0.000 10.000 20.000 30.000 40.000 50.000 60.000

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.80

0.90

1.00

1.10

1.20engkung e# # aa( Pel#mah

& m3/ )

H e % m

)


14/88

*Perh#ungan n;aan H#rl#(

VB ((.".(B ;e8B)^&0')

VB #/ (9.B)

?adi ((.".(B ;e8B)^&0') #/ (9.B)

rB VB / ((".B)^&0')

dimana,


15/88

+ael Perh#ungan Sunga# en;ana engan (le ;a:;a

lea(# m m) H m) P m) m) m/)

(@lev n8 @lev n8%) (b ;) (b!) (- / +) (V -)

.5% %3.116 &.&&& &.&&& %3.116 &.&&& &.&&& &.&&&

6.1% %3.116 &.'&& 2.1 %1.116 &.12' &.1'' 3.&'5

6.5% %3.116 %.&&& %3.116 %'.116 &.6% &.25% 5.65

5.1% %3.116 %.'&& &.% %2.116 %.2 &.626 %.'%&

5.5% %3.116 .&&& 2.652 %.116 %.'1% %.&%% .%5%3&.1% %3.116 .'&& 33.2& %6.116 %.6 %.%3& 36.&&&.&&& %3.116 &.&&& &.&&& %3.116 &.&&& &.&&& &.&&&&.&&& %3.116 &.&&& &.&&& %3.116 &.&&& &.&&& &.&&&

Sumber : Hasil perhitungan

%. Slope y" di"una$an (coba8coba) 0.000450

4.875

3. engan (le ;a:;aC maka al#rann>a aa menLa# al#ran (u kr##( engan $r M 1

" m2) & m3/)

(Dr"ambar) lebar sun"ai

rencana(%/nR /3S%/)

. 7adi ut$ #'& %'02 m3/dt0 ma$a !

!rencana

K !asli

0 $arena brencana

L basli


16/88


17/88

,anng umur

Pla era(# #nudata perencanaan ,

# inta$e 3.'&&B &.%' $e!ilan"an tin""i ener"i pada permu$an

&.6 $oefisien debit untu$ bu$aan baa! permu$aan air den"an $e!ilan"an ener"i $ecil

a &.' tinn"i bu$aan" 5.6%se!in""a # %0#inta$e

# 1.&&

3.&2&3&% b 2.%% m .'2&3&% '.%&2&35

7adi lebar bu$aan bersi! %05& m den"an tin""i bu$aan &.' me(a#n P#nu Pengura(

Di$eta!ui ,9 inta$e 2.%% m9 pembilas 3.2 m %.632%6&Direncana$an , %.'62%6& 3.%32%136


18/88

e(a#n ,anng umurDi$eta!ui ,

#n 3.'&&Diameter butir &06 mm &.&&&6 m

#s Debit pembilas 1.&&&#men(# ,anng lumur

Selan" a$tu pembilasan (4) 1 min""u se$ali 6 !ari soal di format 3 min""u4 1%5&& deti$

*a$a Volume $anton" lumpur V 133.2ua( raa:raa ermukaan kanng lumur

0.007

*a$a


19/88

,nrl <r L %

0.5** ) *S(:Sn)*2*

r &.221 M. L % (N: JJJJ) 4233.600 1854.531338 2379.0687PanLang kanng umur 4233.599995

265.512 m'&& MM.. b 5.376 m

53.&&6 m Oilai < diambil !ar"a rata8rata ,

< 35%.1 mse!in""a < / 9 330223/%055 '%63611 mMMK 6 (N: JJJ)Penge;ekan #(#en(# Pengenaan

Po (!nVn) / <Po &.&&%%3&653%P / o 2.%6556&'1P / Vo &.&*a$a dari "rafi$ camp (:+ & ban"unan >tama !al %'% ) diperole! efisiensi pen"endapan %&& Q

r Vs / ("!s)&.'

V ( &.'b<%) (&.'(Ss8Sn)<

%b)

15&&.2&1 (&.'%%06&'<%)(&.'(&0&&%'28&0&&&211')<

%%%06&'m)

den"an coba8coba diperole! nilai


20/88


21/88


22/88

689.9462 m


23/88

Perhitungan &e&.& C

31038&0& ;e 0C20*He) HeN1C5 ;e%&.1 %&.& &.%5''%'5 %.%'%216&1&3 1.0988

!asil 11.546189 11.546186

Perhitungan 'ilai () # '&

9e %&.& # '&

V &.5 Perh#ungan;d %.&221+/;d %.5& (o *konst+ ! 1., 31;e/;d %.&3& 88888888888K (1 *-P0/$9+ ! 1.000 %&.1+/;e %.6' 88888888888K ( *-P0/$"+ ! 0.980Cd %.;o %.'2'

*P r g+ ! #0.,"

&e

*P r g+ ! #0.,8$"712

3engkung Debit )i atas 4en)ung 2. 9C81.4.6 1.22GK))N0C5 : 42/ 18C42. GK) =0 2. 9C81.4.6 1.22GK))N0C5 : 42/ 18C42

%5.2&& %5.2&&3.%6 .5&6 0.3370190295 1.%6.3552 6.26&'

0.000

G2/Gu = 1/218*$rN2))N0C5 : 1)

>1/2 8&.%1321'2 Gu 0.2872912539>1N2/4 &.&&231& 1.917102 $r 5.170674

2.ON2 / g.>1 1.2&12 G2 1.9620587923.&2&16

.GK)

r er(


24/88

e(a#n ,lam ?lakan

,ealaman ,nLuga(# n;aan a#r) PanLang n;aan H#rl#(

+d dsr !ilir0 ? 0.287 m


25/88

Perh#ungan ak +enggelam1.96 m

+ 2.029 mA 1 m;e 1.10 m

9e 10.02 m# 25

1.27 m/dtH 2.44 m/dtRmin/!c 1.658

tin""i $ecepatan 0.0823394A; 2.08!c 0.85 mA;/!c 2.46 M..U 01ar# gamar gra#k 4.22 #erleh m#n/h; 1.65

Rmin 1.40 m

,ealaman a#r m#n#mum +m#n)

aa( m#n#mum #ngg# a#r h#l#r +m#n) #l#ha aa gamar 4.23

A;/!c M..U 014min/!c %0((A;/!c)^(&033))4min %.51 m

a &0% R dimana R didapat den"an meli!at "ambar a &.%1unuk enggamaran ak enggelam <

A;/!c 0' >S9R

A;/!c 2.46

kealaman knLuga(# ln;aan a#r)

1.96 m9e 10.02 m# 25 m3/dt

1.27 m/dt

2.04 m

anLang ln;aan h#rl#(


26/88

eren;anaan (hee #le

kontrol dengan teori kosla direvisi pa$e s!eet pile yan" baru

#r( #le l#ne #le 1)

d %&.68%&%.6 8 (lantai dasar !ulu $e dasar s!eet pile) b 22.49 (?ara$ bendun") (dari !ulu sampai !ilir 8 endsill)

b% &.' (titi$ aal !ulu $e s!eet pile) b/d .6%% % 8 b%/b &.56 b%/b &.&

ma$a dari $urva , 1 Q alp!a sebela! $iri 00 (b/b% baa!) 32 Q alp!a sebela! $anan 00 (b/b% baa!) 36 Q alp!a sebela! $anan 00 (%8(b/b%) baa!)

$ore$si untu$ $etebalan lantait %&.68%&2.6 1.5$ore$si untu$

('& 8 '3)/2.' %.' :2.06 ()

$ore$si ter!adap pile c %5 (D/bE)^&0' (D d)/bW

den"an bE %.%%5 +an?an" +ile % $e b .15 %&.6d %&.68%&%.6 6.&& &D %&.38%&&.6 2.'& +an?an" lantai dasar apron sampai pile %

ma$ac .'16 ()

?adi $ore$si te$anan '3&02560&5 52.486 Q 32 Q 36 Q

#nerme#e #le l#ne #le 2)

d %&.68%&%.6 6.5 b .15

b %.2%5α = b/d 3.460 % 8 b%/b 0.217

b/b 0.783ma$a dari $urva ,

' Q alp!a sebela! $iri 00 (b/b% baa!) 1 Q alp!a sebela! $anan 00 (b/b% baa!) 1% Q alp!a sebela! $anan 00 (%8(b/b%) baa!)

$ore$si untu$ $etebalan lantait %&.38%&'.6 1.5$ore$si untu$ [(φ ∆2 − φ Χ2)/δ]τ $ore$si untu$ (f @ 8 f D)/dWt

(2&8)/2.1' %.1' ('&82&)/2/1'%.1' :2.31 () :0.231 ()

α

φ C%φ D%φ @%

φ C% [(φ D% 8 f C%)/dWt

φ C%φ D%φ @%

φ Cφ Dφ @

φ C φ @


27/88

$ore$si ter!adap pile %c %5 (D/9E)^&0' (D d)/bW

den"an bE %.%%5 +ile $e 3 b .15d %&.68%&%.6 6.&&D %&.38%&&.6 2.'&

ma$ac 7.548 ()

$ore$si ter!adap pile 3c %5 (D/9E)^&0' (D d)/bW

den"an9E %.3 ?ara$ antar pile dan pile 3 b .15d %&.38%&&.6 2.'D %&2.6 8 %&.6 2.' ?ara$ antar lantai ola$ $e pile 3

ma$ac .52% () 13 O16 '

?adi $ore$si te$anan 1% ;16 22 3230&&6 '.2'3 Q 268'86.32% 33.26 Q

la( #le # wn(ream #le 3)

d %&2.6 8 %&.6 2.' b .15 b3 29.9911/α = d/b 0.289 α = 3.4600 % 8 b/b3 :0.334ma$a dari $urva b/b3 1.334

'1 Q %& Q

$ore$si untu$ $edalamant %&.38%&2.6 %.&5$ore$si untu$ (f @3 8 f D3)/dWt

('&86)/1W&.5' 8%%.'25 (8)

$ore$si ter!adap pile c %5 (D/9E)^&0' (D d)/bW

den"an %3.2&6 bE %.3 b .15d %36038%3103 2.' D %36038%3103 2.' ;6

ma$a 5%c .52% ()

?adi $ore$si te$anan @38@38c %3.2&6 Q

φ Cφ @

φ D3φ @3 %8'&%

φ @3

φ @3


28/88


29/88


30/88

maB#mum er;la#n hea H = 1.9621 )

P#n Pre((ure Hea

C% '.162 %.&3&

@ 33.26 &.22%C '.2'3 %.%3%@3 %3.2&6 &.2

!ek unuk keealan lana#

4iti$ - "s +c% 8 (+c% 8 +e)/'0''.'W .% %.&58(%.&58&055)/'0''.'W &.5%%

den"an Gs 0 ma$a $etebalan lantai apron +a / (Gs 8 %) &.66

4iti$ 9 +c 8 (+c 8 +e3)/%1&.3W %.165 8 (%.1658.333)/%1&.3W %.%%2

den"an Gs 0 ma$a $etebalan lantai apron +b / (Gs 8 %) %.&%'

4iti$ C +c 8 (+c 8 +e3)/%102&.5W &053% 8 (&053%8&021')/%1.52'&.5W %.&26

den"an Gs 0 ma$a $etebalan lantai apron +c / (Gs 8 %) &.5%

+##k ,eealan

H#ung en;ana

- &.66 %0'M( aman JJJJ)9 %.&%' %0' M( aman JJJJ)C &.5% %0&5 M( aman JJJJ)

B# Tra#en

beda tin""i air %.52&'653d el.


31/88

se!in""a .6%%'

9 pan?an" bendundari $urva eit "radien

&.

?adi G@

(0%%'/')&0 &.&22

amanMMMM.

α b/d &.1 / 1.5'

1 / (π √ λ)

(Η/δ)∗1 / (π √ λ)


32/88

Perh#ungan #n#ng Penahan

25

Perh#ungan He

Cd (asumsi) 1.27sin 1&

S!" 6 .%2' (%&.1 8 &0& ;e) ;e%0'

11.5462

0.7632

Perh#ungan Penenuan n#la# ! di"anti nilai f di s!eet bab 3 masin"X.. =tun"1.27

1.30 sin di bab 3

10.092 Sin 36= &.'66''0.887 &.1%%' %.'66'

0.7231 &.'522.8061.055 88K C% %.&&&2.659 88K C &.56&1.274 (mende$ati Cd asumsi)

# !itun" %1.2%',e(#mulan = & h#ung D &ren;ana EEEEE."SFS@ ?, !HFG

+ ;d ! 2.752 m .335 &.5%32%'%/3! 0.917 m

; 5.169 m&02; 1.344 m 3.225

&01'; 2.197 m

menentu$an rembesan air pada tubu! dindin" pena!an ,d ((%/3);) % 2.723 m 2.723

1.148 m 1.148

Y 360.2596

:p 3.8518

#'

m3/dt

Rumus # %&& Cd /3 (/3.")&0' 9e ;e%0'

(310'2 8 &02 ;e) ;e%0'

D"n cara coba8coba didpt He

! %06113! ($onstanta) %. e 310'2 8 &02 ;e . #/- # / 9e. ( + ;e)

3. H ;e 8 (V

/ ") 1. P / H '. He/H 2. P / He . !

h#ung) Co C

% C

6. Rumus # !itun" Cd /3 (/3.")&0' 9e ;e%0'

%0 /3 (/3")&0' 31066 (%0&3)%0'

o (!d)&0' 8 d

:a (% 8 sin Y )/(% sin Y)


33/88

Perh#ungan n#la# gammaf t" 32 &.

e (.Gs)/Sr Z Sr % (e.Sr)/Gs 0.1286

a$e $al$ulat ma$a. tana! pa$e "amma t1.8661 2.752

2.4409 5.550

0.556

1.4409

2.260

setela! di baa! mu$a air "amma sub

1.568

l

%.213.16'%.'

¥t ((%)/(%e)). ¥.Gs (dimana Gs diambildari besarna koe!isien antara 2"6#2"7$

¥t 3.727¥

¥sat ( ¥.(Gs%))/(%e)%0&.( ¥sub).:p

¥sub ¥sat 8 ¥ %.6.( ¥t).:a

1.1%( ¥sub):a

1.1%( ¥):a

( ¥)


34/88

e(#gn #n#ng enahan

Dari "ambar dima$su$$an $e dalam tabel

+ael 3.11 Perh#ungan Ta>a er#kal

-a(#

.&&& 3.&& % .1&& .1&& %.2& .&&& 3'.'&

.%& '.3&& % %%.%3 .1&& 6.%%% %.%%& 3%.&3

%.1%& '.3&& &.' 3.3 .1&& 6.526 3.&&& 2.5&3

%.&& 1 &.'&& &.' &.3&& %.11% &.13 3.3& %.352 "amma sub

&.3&& %.&&& &.' &.%'& %.5&& &.6' .1&& &.261

%.&&& %.&& % %.&& %.5&& .6& 3.%&& .&26 "amma t

%.6&& %.1%& % .'36 %.5&& 1.6 3.&&& %1.12

%.3&& %.%& &.' %.%% .1&& .226 %.%&& .531

%.%& %.3&& &.' %.%% %.5&& .%% .&&& 1.1

&.'&& %.%& % &.6'' %.5&& %.2' %.1&& .1

%.6&& &.'&& % &.5&& .1&& .%2& &.3&& &.216

7umla! 71.222 127.321

" beton .1 ..

baa! air "amma sub %.11% (dari s!eet dindin" pena!an )

+ael 3.12 Perh#ungan Ta>a Hr#(nal Pa(# di atas air pa$e "amma t %.622 (dari s!eet dindin" pena!an)

P men +ahan m )

+ '.1&& '.3&& &.' %1.3%& %.6&& '.'6

+p '.2&& &.'&& &.' %.1&& &.&& &.6&

7umla! 15.710 26.038

+ael 3.13 Perh#ungan Ta>a Hr#(nal "k#

men +ahan m )

.2&& %.2&& &.' .&6& .&& %1.52

2.3&& %.2&& % %&.&6& 3.%& 3%.5'1

2.3&& .1&& &.' .'2& .%&& %'.62

2.3&& %.&& &.'&& '.3'' .%&& %%.12 a besar 8 se"iti"a $ecil

7umla! 25.075 74.051

+ael 3.14 +ekanan F:#

Pn men +ahan m )

3.2 % .&& %.6&& %.52&

'.3 3.2 &.' 5.'1& %.&& %%.116

7umla! %2.1& 1.1&6

Cd %.6

' .% (3103 8 &0& ;e) ;e%0'%%.'%&

He = 0.76320

%&.&12

&.65%

lume er meer m3)g/m3)

Ta>a)

enganm)

men +ahan.m)

%31'265%&%%

lume er meer m3)Ta>a er m

)engan

m)

Pan lume er meer m

3)Ta>a er m

)engan

m)

+a%+a+a3+a1

lume er meer m3

)Ta>a er m

)engan

m)

+v%+v

Rumus # Cd /3 (/3.")&0' 9e ;e%0'

(310'2 8 &02 ;e) ;e%0'

%. e 310'2 8 &02 ;e

. #/- # / 9e. ( + ;e)


35/88

&.1' ; 2.409


36/88

4abel 3.%'

Ta>a er#kal Ta>a Hr#(nal men +ahan men Tul#ng

%2.1& %. '.&' %'.%& %.3% 1.&'%

2.&36 1.1&6

%'3.3'5 56.1'5

'1.16 5.32' '1.5&&

Stabilitas ter!adap "ulin" %.''2 aman !HFG

Stabilitas ter!adap "eser 1.%55 aman !HFG

Stabilitas t!d daya du$un" tana! pondasi

tt$ $er?a %.&&

e$s 8&.53 L &.2&

te".ma %'.%31&3'.%%5&

.3&'8&.3&' 81.6'%&6

< dindin" 3.6


37/88


38/88


39/88

:a &.2&:p 3.6'[t %.622

[sat .11%[sub %.11%

< 3.3%&


40/88


41/88

V %5.13 2.'&&& 2.'&& &.&&& V asil +er!itun"an

7umla! %.&&& .3%& .13 %6.553 3.3'2 III 26.211


42/88


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men +ahan "k#a +uuh enung an Ta>a er#kal

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61/88

:ontrol ter!adap Stabilitas = 93.849 Sa#l#a( erhaa gul#ng = 1.90251 A 1C75 EEEE. aman

H = 9.115 Sa#l#a( erhaa ge(er = 8.04425 A 1C75 EEEE. aman = 1555.379 e = :3.79301 3.79301

g = 817.540 /6 = 3.88500

= 737.839 / = 4.02612

X1 Y 6 . 7C8470) / 21C821Z = 0.97632

(m#n = 0.095328324 = 0.095

(maB = 7.956915717 = 7.957

(2e)/< &.523'112 (8)$aren auntu$ penandaan ara! nya sa?a 82.'11'

1.3&% 61.31< 3.3%

&.2' dari mana\ Di tumus mencari "eser v/< itu yan" < nya di"anti a masss\\\


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+s !


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= 93.849 Sa#l#a( erhaa gul#ng = 1.84173 A 1C75 EEE amanH = 14.020 Sa#l#a( erhaa ge(er = 5.22974 A 1C75 EEE aman = 1555.379 e = :4.08049 4.08049

g = 844.520 /6 = 3.88500

= 710.859 / = 4.02612

X1 Y 6 . 8C0234) / 21C821Z = 1.05032

(m#n = :0.20259247 = :0.202592

(maB = 8.25483651 = 8.254837

(2e)/< %.&'&3%5'&183.511633'

< 3.3% 5.65

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[ :!% .22 &. '.'3% '.'3% '.'& 3%.6&2 %

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&.2.&%Pa = ,a . V . h2 W . ,a . V . H2

P = 0C5 . V . !ePw = 0C5 B Uw B )2P( = 0C5. V(a : Vw). !( . H2

+a !

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86/88

= 100.344 Sa#l#a( erhaa gul#ng = 1.41796 A 1C25 EEE amanH = 39.466 Sa#l#a( erhaa ge(er = 0.00000 A 1C75 EEE #ak aman = 1415.976 e = :7.49554 7.49554

g = 998.598 /6 = 3.88500

= 417.378 / = 4.30477

X1 Y 6 . 8C8355) / 21C821Z = 1.92935

(m#n = :4.00065 = :4.00065

(maB = 12.61019 = 12.61019

(2e)/< %.553'6%%.'

1.'55 2&.65< 3.3%


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